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2021-05-04 PC Regular Meeting Agenda Packet
CITY OF PALM DESERT REGULAR PALM DESERT PLANNING COMMISSION MEETING AGENDA TUESDAY, MAY 4, 2021 — 6:00 P.M. ZOOM VIRTUAL MEETING I. CALL TO ORDER II. ROLL CALL III. PLEDGE OF ALLEGIANCE IV. SUMMARY OF CITY COUNCIL ACTIONS V. ORAL COMMUNICATIONS In consideration of the current Coronavirus/COVID-19 Pandemic and pursuant to California Governor Newsom's Executive Orders, Planning Commissioners may participate via teleconference. Any person wishing to discuss any item not appearing on the agenda may address the Planning Commission via the Zoom session at this point by giving his/her name and address for the record. Remarks shall be limited to a maximum of three (3) minutes unless the Planning Commission authorizes additional time. Because the Brown Act does not allow the Planning Commission to take action on items not on the Agenda, members will not enter into discussion with speakers but may briefly respond or instead refer the matter to staff for a report and recommendation at a future Planning Commission meeting. Options for Public Participation: • Public comment may be received by email or voicemail from the time the agenda is posted up until one (1) hour prior to the posted time of meeting convening (5:00 p.m.). Emails will be distributed for the record prior to the meeting. If the sender so requests, the email will be read into the record during the virtual meeting. Emails shall be limited to a maximum of three (3) minutes. Email: plan ning(aDcityofpalm desert.org AGENDA REGULAR PLANNING COMMISSION MEETING MAY 4, 2021 • Voicemails will be forwarded to the Planning Commission at or near the time they are received. If the sender requests, they may also be saved and played at the appropriate point in the live meeting. Voicemails shall be limited to a maximum of three (3) minutes. Voicemail: (760) 776-6409 • Via Zoom/teleconference: Please email moreilly(@cityofpalmdesert.org to request the Zoom meeting ID and passcode prior to meeting convening (until 5:00 p.m.). Reports and documents relating to each of the following items listed on the agenda, including those received following posting/distribution, are on file in the office of the Department of Community Development and are available for public inspection on the City's website: cityofpalm desert.org. VI. CONSENT CALENDAR ALL MATTERS LISTED ON THE CONSENT CALENDAR ARE CONSIDERED TO BE ROUTINE AND WILL BE ENACTED BY ONE ROLL CALL VOTE. THERE WILL BE NO SEPARATE DISCUSSION OF THESE ITEMS UNLESS MEMBERS OF THE PLANNING COMMISSION OR AUDIENCE REQUEST SPECIFIC ITEMS BE REMOVED FROM THE CONSENT CALENDAR FOR SEPARATE DISCUSSION AND ACTION UNDER SECTION VII, CONSENT ITEMS HELD OVER, OF THE AGENDA. A. MINUTES of the Regular Planning Commission meeting of April 6, 2021. Rec: Approve as presented. Action: VII. CONSENT ITEMS HELD OVER VIII. NEW BUSINESS None IX. CONTINUED BUSINESS None X. PUBLIC HEARINGS Anyone who challenges any hearing matter in court may be limited to raising only those issues he or she raised at the public hearing described herein, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing. Remarks shall be limited to a maximum of three minutes unless the Planning Commission authorizes additional time. 2 AGENDA REGULAR PLANNING COMMISSION MEETING MAY 4, 2021 A. REQUEST FOR CONSIDERATION of a recommendation to the City Council for approval of a General Plan Amendment to establish a lower density, Tentative Tract Map 37993, and a Precise Plan for the subdivision of 23.4 vacant acres into 63 single-family residential detached lots located at the intersection of Julie Drive and Shepherd Lane; and adoption of an Addendum to the Palm Desert General Plan Environmental Impact Report (SCH No. 2015081020) in accordance with the California Environmental Quality Act (CEQA). Case Nos. GPA/PP 21-0001 and TTM 37993 (GHA Montage P.D., LLC, Cathedral City, California, Applicant). Rec: Waive further reading and adopt Planning Commission Resolution No. 2790, recommending to the City Council approval of Case Nos. GPA/PP 21-0001 and TTM 37993, and adopt an Addendum to the Palm Desert General Plan Environmental Impact Report (SCH No. 2015081020). B. REQUEST FOR CONSIDERATION to approve a Precise Plan of design and Conditional Use Permit to convert the existing office building into four office use tenants, including an exterior remodel, a new 850-square-foot addition to the second floor, and a new 631-square-foot garage located at 74330 Alessandro Drive; and adoption of a Notice of Exemption in accordance with the CEQA. Case No. PP/CUP 20-0006, (Prest Vuksic Greenwood Architects, Palm Desert California, Applicant). Rec: Waiver further reading and adopt Planning Commission Resolution No. 2791, approving Case No. PP/CUP 20-0006, subject to the conditions of approval and adopt a Notice of Exemption. XI. MISCELLANEOUS None XII. COMMITTEE MEETING UPDATES A. ART IN PUBLIC PLACES B. PARKS & RECREATION XIII. REPORTS AND REMARKS XIV. ADJOURNMENT I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda for the Planning Commission was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 29t" day of April 2021. V- `� Monica O'Reilly, Management Specialist II 3 CITY OF PALM DESERT PALM DESERT PLANNING COMMISSION PRELIMINARY MINUTES • TUESDAY, APRIL 6, 2021 — 6:00 P.M. ZOOM VIRTUAL MEETING I. CALL TO ORDER Chair John Greenwood called the meeting to order at 6:00 p.m. II. ROLL CALL Present: Absent: Chair John Greenwood Commissioner Ron Gregory Vice-Chair Nancy DeLuna Commissioner Lindsay Holt Commissioner Joseph Pradetto Also Present: Craig Hayes, Assistant City Attorney Eric Ceja, Deputy Director of Development Services Kevin Swartz, Associate Planner Nick Melloni, Assistant Planner Christina Canales, Engineering Assistant Deborah Glickman, Business Advocate Monica O'Reilly, Management Specialist II Susan Myrland, Art in Public Places Commission Chair III. PLEDGE OF ALLEGIANCE Commissioner Joseph Pradetto led the Pledge of Allegiance. IV. SUMMARY OF COUNCIL ACTIONS None V. ORAL COMMUNICATIONS None PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 VI. CONSENT CALENDAR A. MINUTES of the Regular Planning Commission meeting of March 16, 2021. Rec: Approve as presented. Upon a motion by Vice-Chair DeLuna, seconded by Commissioner Pradetto, and a 4- 0 vote of the Planning Commission, the Consent Calendar was approved as presented (AYES: DeLuna, Greenwood, Holt, and Pradetto; NOES: None; ABSENT: Gregory). VII. CONSENT ITEMS HELD OVER None VIII. NEW BUSINESS None IX. CONTINUED BUSINESS None X. PUBLIC HEARINGS A. REQUEST FOR CONSIDERATION to approve a Precise Plan of design to convert the former oil change building into a design showroom, including a new 1,810-square- foot addition for H3K Design located at 74180 Highway 111; and adoption of a Notice of Exemption in accordance with the California Environmental Quality Act (CEQA). Case No. PP 21-0003 (H3K Design, Palm Springs, California, Applicant). Associate Planner Kevin Swartz presented the staff report (staff report(s) is available at https://www.cityofpaImdesert.org/our-city/committees-and-commissions/planning commission-information-center). He noted that staff received a letter from a resident stating that the height did not meet the standards. He clarified that the property is zoned Downtown Overlay and a project could potentially be four stories. The proposed project meets the height standards for a single-story building. He also noted that there were two letters from residents stating their concern with parking for the project. Staff recommended approval and offered to answer any questions. The applicant is also present to answer any questions. Vice-Chair Nancy DeLuna asked how long the lease is. Mr. Swartz responded that the applicant's lease is for 10 years. After 10 years, the applicant could potentially purchase the building or extend the lease. Vice-Chair DeLuna asked if there is a concern if a new tenant came in that would need more parking. 2 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 Mr. Swartz said that in 10 years a lot could happen with vehicles and the area. He stated that City staff is comfortable with the proposed project. Chair Greenwood asked if there is a possibility of losing a parking space due to the location of the trash enclosure being near the ADA accessible parking space. Mr. Swartz replied that Burrtec did approve the location of the trash enclosure. When the applicant submits the construction documents, the applicant would need to meet the ADA accessible requirements through the Building and Safety Department. He said he would also let the applicant address parking. Chair John Greenwood declared the public hearing open and invited public testimony FAVORING or OPPOSING this matter. MR. HOWARD HAWKES, the applicant, commented that he and Mr. Kevin Kemper are the owners of H3K Design. They have been living in the desert for about 16 years and have a showroom in Palm Springs. He said they hope to open their business in Palm Desert. He asked the Planning Commission if they had specific questions. Mr. Swartz asked the applicant to address the trash enclosure. MR. KEVIN KEMPER, the applicant, stated that Burrtec reviewed the trash enclosure, and they said it is serviceable. Regarding the ADA accessible parking space, they would make sure it is addressed when Burrtec is servicing the property. Chair Greenwood voiced his concern with the ADA accessible parking space. Vice-Chair DeLuna asked how many customers are in the showroom at one time. MR. KEMPER replied that generally, they have two to three customers at one time. He noted that there their customer traffic is spread throughout the day. Additionally, their warehouse is located in Palm Springs; therefore, they do not have furniture deliveries or pickups. Chair Greenwood asked the applicant if they have any concerns getting the ductwork down from the higher screened element. MR. KEMPLER responded that everything fits within the height of the building. The following individuals submitted letters (letters are available at https://www.cityofpaImdesert.org/our-city/committees-and-commissions/planning- commission-information-center) to the Planning Commission and voiced their concern with the parking and safety standards: MS. KIM HOUSKEN, a resident, Palm Desert, California MS. BRIGETTE JOHNSON, a resident, Palm Desert, California 3 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 With no further testimony offered, Chair Greenwood declared the public hearing closed. Commissioner Lindsay Holt believed there are certain areas in town that the City allows off-street parking to be counted for a certain facility. She asked if this is the case for the proposed project location. Mr. Swartz responded that the City typically does not want to rely on off-street parking. However, there is parking available on the frontage road. For this project, Commissioner Holt commented that there are three parking spaces along Alessandro Drive fronting the property and wondered if they could consider those spaces when discussing the parking calculation. Mr. Swartz said that the Commission could consider the parking spaces along Alessandro Drive. Commissioner Holt asked if it is correct that there is no parking available on Cabrillo Avenue. Mr. Swartz replied that is correct. He explained that the paved area would be replaced with landscaping and a wall. Commissioner Holt inquired if there is an opportunity to keep the paved area for parking. Mr. Swartz said that the Commission could propose that idea to the applicant. Commissioner Holt asked if the City has considered having a traffic consultant prepare a letter regarding whether or not parking is feasible for a project. Deputy Director of Development Services Eric Ceja answered that Commissioner Holt made a good suggestion and it is something that the staff should look into. He said that parking standards are not standardized around the world or in other cities. It is up to each jurisdiction to set parking standards. He said it is up to the Planning Commission to decide what is the appropriate number of parking spaces for this proposal. He reiterated that it is difficult to know what is going to happen in that area 10 years from now. Commissioner Holt commented that a minor traffic study should not cost too much. The information would be helpful if they are prepared before the Commission meetings. Commissioner Pradetto felt that the Commission would still have the same discussions regarding parking, even with a letter from a traffic analyst. The Commission would need to use their judgment to determine if parking is adequate now and in the long-term future. He said transportation would be changing a lot in the next decade or two. He mentioned that the people that spoke are not opposed to the project; however, they are questioning the long-term evolution of the parking under future tenants and any impacts that may occur. Unfortunately, they do not know the future 10 minutes out, and much less 10 years out. He stated that the applicant's 10-year lease is a decent size lease. However, the residents are asking the Planning Commission to consider what is going to happen in 10 years. 4 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 Chair Greenwood asked what would happen in 10 years if a new tenant has a significant change to the use of the property. Would it come back to the Planning Commission for review? He also asked if the Commission could add a condition that states if there is a significant change in the use, it must return to the Planning Commission for review. Mr. Swartz replied that the Commission could add a condition of approval. He said City staff would need to monitor the use. He noted that parking standards could change 10 years from now. He also noted that in 10 years the landlord may have a problem leasing the building due to the parking. Vice-Chair DeLuna commented that the adjacent automotive shop could move out and be replaced with a business with less traffic, which would solve the problem. She said that the Commission could not anticipate what happens 10 years down the road and put constraints on the current applicant on what might be in 10 years. Mr. Swartz reminded the Commission that the property is zoned Downtown Overlay; therefore, potentially someone could buy all the properties and propose a mixed-use project. Chair Greenwood commented that they have a very specific building, which has been vacant for a long time. The proposed project would be a nice enhancement to a corner off of Highway 111. He thought with the 111 overlay, the City would be looking at the density and parking on all projects. He did not mind the street parking, which he always pays attention to when adjacent to a residential neighborhood. In this case, there is frontage parking, parking on-site and limited parking on Alessandro Drive for a low impact use business. He stated that the project as presented is acceptable. Commissioner Pradetto pointed out that the comparisons offered by the residents relate to residential projects in which multiple people are living in the projects and not necessarily similar to commercial projects. He said he would argue that they are not applicable comparisons in equal uses. He stated that the goals and objectives of the Downtown Overlay are to reduce the reliance on vehicles and encourage more walking; therefore, moved for approval. Commissioner Pradetto moved to waive further reading and adopt Planning Commission Resolution No. 2787, approving Case No. PP 21-0003, subject to the conditions of approval; and adopt a Notice of Exemption. The motion was seconded by Vice-Chair DeLuna and carried by a 4-0 vote (AYES: DeLuna, Greenwood, Holt, and Pradetto; NOES: None; ABSENT: Gregory). B. REQUEST FOR CONSIDERATION to adopt resolutions recommending approval to the City Council to amend the Palm Desert Municipal Code and add Section 25.28.045 San Pablo Overlay District to establish an overlay district, which will regulate commercial land uses within the San Pablo Corridor, and apply said overlay district to all commercial properties along San Pablo Avenue between Highway 111 and Magnesia Falls; and adoption of a Notice of Exemption in accordance with the CEQA. Case No. ZOA 20- 0002 (City of Palm Desert, California, Applicant). 5 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 Assistant Planner Nick Melloni presented the staff report. Staff recommended approval and offered to answer any questions. Commissioner Pradetto asked who initiated this idea and proposal. Mr. Melloni responded that the proposal was based on the General Plan's goals, objectives, and policies. The idea was presented to the Economic Development Subcommittee prior to the pandemic. With the direction from the subcommittee, staff proceeded with the Zoning Ordinance Amendment (ZOA). Mr. Ceja added that the City has been contemplating this idea for two years. He said that staff has done community outreach with the businesses on San Pablo. The staff made a presentation to the Economic Development Subcommittee,which consists of two council members, and they were very much in favor of pursuing the San Pablo Overlay. Commissioner Pradetto voiced that this proposal is phenomenal. He asked if there was any contemplation of broadening this overlay to businesses fronting Highway 111 from Monterey Avenue to Deep Canyon Road because businesses on Highway 111 are locally owned as well. He stated that the benefits of local businesses to a community are cumulative. Mr. Ceja said not to that extent. However, staff did look at properties at the intersection of Highway 111 and San Pablo Avenue. However, in the future, the City could look at expanding the overlay. Commissioner Pradetto commented that this overlay should be used as a trial test, in which, the City collects data and show the benefits of local businesses and how the City could support them. Chair Greenwood inquired if there are any implications with the proposed ZOA and projects recently approved by the Planning Commission, specifically, the project at the corner of Fred Waring Drive and San Pablo Avenue. Mr. Ceja believed there are no implications, stating that staff reached out to the group working on the mixed-use project. They might have one or two national chains. He said there is not a strict prohibition on national chains; however, the national chains would need to go through the Conditional Use Permit process. Chair Greenwood said the ZOA is well done. He liked that it sets a goal, and gives options. Vice-Chair DeLuna thanked staff for all their efforts. Commissioner Holt asked if staff considered limiting the square footage of the formula business that was to be allowed. 6 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 Mr. Ceja replied that staff did not look at limiting the square footage. Commissioner Holt asked how staff arrived at 40 percent. Mr. Ceja responded that the 40 percent came from the Economic Development Subcommittee, but was staff driven so it would not dominate the street. Commissioner Holt asked if the subcommittee discussed differentiating between restaurants and retail businesses so there is an even split. Mr. Ceja replied that the subcommittee did not discuss differentiating between restaurants and retail businesses. Commissioner Pradetto interjected that he would not want to create equity for something they are trying to discourage. Chair John Greenwood declared the public hearing open and invited public testimony FAVORING or OPPOSING this matter. With no testimony offered, Chair Greenwood declared the public hearing closed. Commissioner Pradetto moved for approval, stating that he loves the proposal and is looking forward to it being an evolution that changes as they learn and grow. He hoped it sparks local businesses in the Palm Desert community. Commissioner Pradetto moved to waive further reading and adopt Planning Commission Resolution Nos. 2788 and 2789, recommending to the City Council approval of Case No. ZOA 20-0002; and adopt a Notice of Exemption. The motion was seconded by Vice-Chair DeLuna and carried by a 4-0 vote (AYES: DeLuna, Greenwood, Holt, and Pradetto; NOES: None; ABSENT: Gregory). XI. MISCELLANEOUS None XII. COMMITTEE MEETING UPDATES A. ART IN PUBLIC PLACES Art in Public Places Commission Chair Susan Myrland reported that they received 198 applications for the San Pablo roundabout art piece. They are also developing a master plan for San Pablo art. B. PARKS & RECREATION None 7 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION APRIL 6, 2021 XIII. REPORTS AND REMARKS None XIV. ADJOURNMENT With the Planning Commission concurrence, Chair Greenwood adjourned the meeting at 6:58 p.m. JOHN GREENWOOD, CHAIR ATTEST: ERIC CEJA, SECRETARY MONICA O'REILLY, RECORDING SECRETARY 8 PLANNING COMMISSION STAFF REPORT CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT MEETING DATE: May 4, 2021 PREPARED BY: Kevin Swartz, Associate Planner REQUEST: Consideration of a recommendation to the City Council for approval of a General Plan Amendment to establish a lower residential density, Tentative Tract Map 37993, and a Precise Plan (Case No. GPA/TTM/PP 21-0001) for the subdivision of 23.4 vacant acres into 63 single-family residential detached lots located at the intersection of Julie Drive and Shepherd Lane; and adoption of an Addendum to the Palm Desert General Plan Environmental Impact Report (SCH No. 2015081020) in accordance with the California Environmental Quality Act (CEQA). Recommendation Waive further reading and adopt Planning Commission Resolution No. 2790, recommending to the City Council approval of a General Plan Amendment to establish a lower density from "Town Center Neighborhood" to "Conventional Suburban Neighborhood," Tentative Tract Map 37993, and a Precise Plan for the subdivision of 23.4 vacant acres into 63 single-family residential lots located at the intersection of Julie Drive and Shepherd Lane; and adoption of an Addendum to the Palm Desert General Plan Environmental Impact Report (SCH No. 2015081020) in accordance with the CEQA. Architectural Review Commission Action On March 23, 2021, the Architectural Review Commission (ARC) approved the preliminary architectural elevations and landscaping plan by a 5-0 vote. The ARC supported the land use, architectural style, building massing, and perimeter site walls. The Commission stated that the design and materials were well thought out, and requested that the applicant ensure the construction drawings match the proposed elevations. The Commission commented that the homes located with street exposed side elevations need to have enhanced features. The Commission complimented the applicant for their landscaping plan and stated that the larger trees need to be sized appropriately to withstand the high wind speeds. Upon a motion by Commissioner Vuksic, seconded by Commissioner Levin and a 5-0 vote, the ARC approved Case No. GPA/TTM/PP 21-0001, subject to the following: 1) Consider comments provided by the Commission 2) Plant selection should be durable enough to withstand high winds; 3) Applicant should consider alternative options for the perimeter wall cap; 4) An enhanced feature should be added to homes, which have street exposed side elevations; 5) The Spanish "Q" plan one option should not be built side by side; and 6) An enhanced feature should be added to a street exposed side elevation for the Spanish "Q" May 4, 2021 — Planning Commission Staff Report Case Nos. GPA/PP 21-0001 and TTM 37993 Montage Page 2 of 7 plan one option, with particular attention to Lots 56 and 63. (AYES: Lambell, McAuliffe, Van Vliet, and Vuksic; NOES: None; ABSENT; McIntosh). Executive Summary Approval of staff's recommendation will result in the project, referred to as "Montage" moving forward to a public hearing before the City Council. The project applicant is proposing a General Plan Amendment (GPA) and Tentative Tract Map (TTM)to subdivide a 23.4-acre parcel into 63 single-family detached lots. A Precise Plan (PP) application has also been submitted for architecture and site landscaping. A GPA is needed to amend the land-use designation from "Town Center Neighborhood," which requires a minimum of seven dwelling units per acre to"Conventional Suburban Neighborhood," which requires a project density between three and eight dwelling units per acre. The 63-single- family lots range in size between 7,200 and 9,300 square feet, which is a density of 2.7 acres, and consistent with the existing properties along Shepherd Lane. The property is zoned Planned Residential (PR-20), which is the City's most flexible zoning standard for residential development. Background Analysis A. Property Description: The project is located at the intersection of Julie Drive and Shepherd Lane. The project area is undeveloped, relatively flat, and consists of five parcels (APNs: 694-300-001, 694- 300-002, 694-300-005, 694-300-014, and 694-300-015)totaling 23.4 acres. The property is currently undeveloped and consists of natural desert vegetation and blowing sand. The high point of the property is located at the southwest corner of the site, at an elevation of 288 feet from mean sea level (MSL), and gently slopes to the northeast to an elevation of 256 feet MSL. For years, the City has tried to sell these five parcels with the ones to the west, which combined total 128 acres. On July 9, 2020, the Successor Agency to the Palm Desert Redevelopment Agency (SARDA) Board authorized the Executive Director to enter into a six-month Exclusive Negotiating Agreement (ENA) with GHA Investments, LLC (Developer) to explore the possibility of purchasing 23.29 acres of the 128-acre site to develop a single-family residential subdivision. The developer met the milestones of the ENA and staff entered into negotiations for a Purchase Sale Agreement (PSA) with the Developer. In its Closed Session meeting on December 10, 2020, the SARDA Board authorized staff to execute the PSA between the SARDA and GHA Montage, LLC to sell the five parcels pending approval by the Riverside County Oversight Board (OB). At its scheduled meeting on January 7, 2021, the OB reviewed and approved the PSA by and between the SARDA and GHA Montage, LLC. Since the property approval was subject to and in compliance with the Long Range Property Management Plan (LRPMP), the GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\GPA TTM PP 21-0001 Montage\Montage PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case Nos. GPA/PP 21-0001 and TTM 37993 Montage Page 3 of 7 approval by OB was effective immediately. The PSA was entered into on January 12, 2021, its effective date. At that time, the developer made a deposit according to the terms of the PSA. B. General Plan and Zoning: Zone: Planned Residential —20 dwelling units per acre (PR-20) General Plan: Town Center Neighborhood C. Adjacent Zoning and Land Use: North: Planned Residential —5 dwelling units per acre (PR-5) South: Planned Residential —5 dwelling units per acre (PR-5) East: Planned Residential —5 dwelling units per acre (PR-5) West: Planned Residential —20 dwelling units per acre (PR-20) Protect Description The proposed project consists of a PP and TTM 37993 to subdivide the 23.4 acres into 63- single-family detached lots ranging in size from 7,200 to 9,300 square feet. The GPA request to "Conventional Suburban Neighborhood" is needed to accommodate the project density of 2.7 dwelling units per acre, allowing the applicant to construct the 63 single-family detached lots. A. Site Plan: The non-gated project is designed with one access point on the south end of the property off Julie Drive that will align with Shepherd Lane for ingress and egress. The internal circulation is a looped system including cul-de-sacs. The 63 single-family lots are dispersed throughout the property. Two lot sizes are proposed: Lots 1 to 37, in the northeast portion of the site, will have minimum lot sizes of 9,300 square feet, while Lots 38 to 63 on the west and south portions of the site, will consist of lots with a minimum square footage of 7,200 square feet. The buildings maintain various setbacks, which create the appearance of movement throughout the community. The streets were also designed to meander through the project, connecting to the three (3) open space retention basins. The applicant is proposing to install a six-foot-high block wall along the perimeter of the project. A six-foot-high block wall will also be installed along the sides and rear property lines for the residential lots. B. Architecture: The applicant is proposing two distinctive single-story product types with varying roof heights between 18 and 20 feet in height; an "LX" model, consisting of two floor plan options, and a "Q"model, also consisting of two floor plan options. There are three elevation types(Modern, Mediterranean, and Spanish)for each of the two model options. GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\GPA TTM PP 21-0001 Montage\Montage PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case Nos. GPA/PP 21-0001 and TTM 37993 Montage Page 4 of 7 "LX" Models: Model 1: 2,631 square feet in size, consisting of a three-bay garage, three bedrooms with an optional fourth bedroom or office, and four-and-a-half bathrooms. Model 2: 2,941 square feet in size, consisting of a three-bay garage, three bedrooms with an optional fourth bedroom or office, four-and-a-half bathrooms, and an attached casita with separate entry. "Q" Models: Model 1: 2,205 square feet in size, consisting of a two-bay garage with an optional single- bay garage addition, three bedrooms, an office/flex room, and two-and-a-half bathrooms. Model 2: 2,394 square feet in size, consisting of a two-bay garage, three bedrooms, a teen room, three-and-a-half bathrooms, and an optional attached casita. C. Landscape: Landscape is provided throughout the project site, including along perimeter roadways, common areas, retention areas, and front yards. The typical landscape palette mixes in desert native species for trees and shrubs and provides options for turf in the front yard as well as inorganic material such as decomposed granite. Perimeter Roadways: Perimeter roadways include Portola Avenue and Julie Drive. Along Portola Avenue, the applicant is proposing a desertscape to match the existing landscape along Portola Avenue, between Gerald Ford Drive and Frank Sinatra Drive. This landscape consists of crushed Mojave Gold Stone, 1"-3" Apache Sunset Boulders, and Y-6" Mexican Beach Pebbles. The area is planted with smaller growing trees, including Desert Willows, and Palo Verdes. In addition, a mix of shrubs, including Morning Glory, Cleveland Sage, and Gregg Dalea are provided. Julie Drive is planted similarly to Portola Avenue; however, the applicant is proposing a single tree variety, Honey Mesquite, to provide a more distinctive look to the neighborhood. Common Areas and Retention: Common areas and retention basins are planted similarly to perimeter roadways in that a combination of inert material, shrubs, and trees are used to fill these planting areas. In addition, tree and shrub species are much more varied and include Chitalpa, Rosewood, Southern Live Oak, Red Yuccas, Desert Agave, Texas Sage, and Mexican Bird of Paradise. Front Yard: Front yards are a mix of desert-scape and artificial turf. In addition, each front yard is provided with two trees and a plethora of drought-tolerant shrubbery. Analysis The PR zone encourages flexibility in development, creative and imaginative design, and the development involving a mixture of residential densities and community facilities, both public and private. GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\GPA TTM PP 21-0001 Montage\Montage PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case Nos. GPA/PP 21-0001 and TTM 37993 Montage Page 5 of 7 The GPA to "Conventional Suburban Neighborhood" is also supportive as outlined below. Staff believes that the proposed project establishes a land use pattern that is consistent with the existing neighborhood by providing a similar density and housing and lot sizes. Architecturally, the applicant's use of massing, materials, rooflines, and color schemes are similar to the surrounding single-family neighborhoods on Shepherd Lane. In addition, with the introduction of three distinctive styles for each model, City staff believes there is sufficient variation to the models to avoid a homogenous look to the neighborhood. Staff is supportive of the architectural stylings of the homes. The landscape palette proposed for the project is consistent with other landscape palettes and neighborhoods in the City of Palm Desert. The applicant provides a good mix of inert and organic material that is complementary to the surrounding area. A. General Plan Amendment/Land Use Compatibly: In 2016, the City of Palm Desert adopted a General Plan update to guide the physical development of the City while laying out the community's long-term goals and objectives for the planning horizon of 2040. The land use designation for the 23.4 acres is "Town Center Neighborhood,"which allows moderate to high-intensity neighborhood developments of 7 to 40 dwelling units per acre. The designation features a variety of housing choices, walkable streets, and mixed uses. At 40 dwelling units per acre, the site's maximum buildout potential would be 920 residential units, including up to three-story buildings, which is not consistent with the surrounding neighborhoods. The proposed GPA to amend the land use designation to "Conventional Suburban Neighborhood," which allows densities of three to eight units per acre, could allow a maximum of 184 units, which could occur as single-family homes or small multi-family projects. Below is a summary comparing the two GPA designations. ProposedExisting GP Land Use Designation Amendments Subject Site 23± acres 23±acres Land Use Designation Town Center Neighborhood Conventional Suburban Neighborhood Single-Family, Single-Family, Allowed Land UsesMulti-Family, Mobile Home, Small Retail, Small Multi-Family Government, Research & Development Density 7-40 DU/AC 3-8 DU/AC Commercial FAR: 0.5 to 0.75 Commercial FAR: N/A Max. Buildout 920 DU 184 DU Potential Residential Population 1,969 394 Max. Building Height 1 3 stories 2 stories The project site is surrounded by a mix of vacant land and low-density, single-story residential developments. The residential developments to the north and south of the project are currently designated "Conventional Suburban Neighborhood,"consisting of single-family GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\GPA TTM PP 21-0001 Montage\Montage PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case Nos. GPA/PP 21-0001 and TTM 37993 Montage Page 6 of 7 homes on lots generally in the range of 9,000 square feet. These existing neighborhoods extend from Frank Sinatra Drive to Gerald Ford Drive along the west side of Portola Avenue. The character of this area is well established, with larger single-family lots, and the proposed project would fill in the remaining land along Portola Avenue with homes of the same character, architectural style, and lot sizes. The vacant properties to the west are designated"Town Center Neighborhood" and the GPA to "Conventional Suburban Neighborhood" would align the land uses along the north and south axis, and provide a consistent boundary adjacent to the "Town Center Neighborhood" lands to the west. Furthermore, the project does not physically divide an existing community and does not conflict with any applicable land use plan, policy, or regulation outlined in the General Plan. B. Tentative Tract Map: The applicant submitted a TTM 37993 to subdivide the five parcels totaling 23.4 acres into 63-single-family lots as well as lettered lots for open space, stormwater retention, and streets. C. Development Standards: The PR zone allows the developer to propose their own development standards based on their desired products and in consultation with City Planning staff, ARC, Planning Commission, and City Council. Below are the setbacks. Front: 20 feet for front-facing garages, 15 feet for side-entry garages or casita option Sides: 5 feet minimum Rear: 20 feet Height: Single-Story (18 to 20 feet) These development standards are similar to the existing single-family developments on Shepherd Lane and staff is supportive of these setbacks. D. Findings of Approval: Findings can be made in support of the project and under the City's Municipal Code. Findings in support of this project are contained in the Planning Commission Resolution attached to this staff report. Environmental Review The City of Palm Desert (City), in its capacity as the Lead Agency for this project under the CEQA,finds that the proposed project is in accordance with the CEQA,this Addendum analyzes the proposed GPA and the project entitlement applications and demonstrates that all potential environmental impacts associated with the proposed project at buildout would be within the impacts already evaluated in the approved EIR. GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\GPA TTM PP 21-0001 Montage\Montage PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case Nos. GPA/PP 21-0001 and TTM 37993 Montage Page 7 of 7 LEGAL REVIEW DEPT. REVIEW FINANCIAL REVIEW ASSISTANT CITY MANAGER N/A N/A N/A Robert W. Hargreaves Eric Ceja, Deputy Development Janet Moore Andy Firestine City Attorney Services Director Director of Finance Assistant City Manager City Manager L. Todd Hileman: N/A APPLICANT: GHA Montage P.D., LLC 30875 Date Palm Drive, Suite C-2 Cathedral City, CA 92234 ATTACHMENTS: 1. Draft Planning Commission Resolution No. 2790 2. Addendum to the General Plan EIR (SCH No. 2015081020) 3. ARC Meeting Minutes dated March 23, 2021 4. Legal Notice 5. Exhibits Provided by the Applicant GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\GPA TTM PP 21-0001 Montage\Montage PC Stf Rrt.docx PLANNING COMMISSION RESOLUTION NO. 2790 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, CONSIDERING A RECOMMENDATION TO THE CITY COUNCIL FOR APPROVAL OF A GENERAL PLAN AMENDMENT TO ESTABLISH A LOWER DENSITY, TENTATIVE TRACT MAP 37993, AND A PRECISE PLAN FOR THE SUBDIVISION OF 23.4 VACANT ACRES INTO 63 SINGLE-FAMILY RESIDENTIAL DETACHED LOTS LOCATED AT THE INTERSECTION OF JULIE DRIVE AND SHEPHERD LANE; AND ADOPTION OF AN ADDENDUM TO THE PALM DESERT GENERAL PLAN ENVIRONMENTAL IMPACT REPORT (SCH NO. 2015081020) IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA). CASE NOS: GPA/PP 21-0001 and TTM 37993 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 4t" day of May 2021, hold a duly noticed public hearing to consider the request by GHA Montage P.D., LLC, for a recommendation to the City Council for approval of the above- noted project request; and WHEREAS, according to the CEQA, the City must determine whether a proposed activity is a project subject to CEQA. If the project is subject to CEQA, staff must conduct a preliminary assessment of the project to determine whether the project is exempt from CEQA review. If a project is not exempt, further environmental review is necessary. The application has complied with the requirements of the "City of Palm Desert Procedure for Implementation of the CEQA," Resolution No. 2019-41, the City of Palm Desert (City), in its capacity as the Lead Agency for this project under the CEQA, finds that the proposed project is in accordance with the CEQA. The project completed an Addendum to the Palm Desert General Plan Environmental Impact Report (SCH No. 2015081020), and this Addendum analyzes the proposed General Plan Amendment (GPA) and the project entitlement applications and demonstrates that all potential environmental impacts associated with the proposed project at buildout would be within the impacts already evaluated in the approved EIR; and WHEREAS, at the said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the Planning Commission did find the following facts and reasons to exist to justify the recommendation to the City Council for approval of said request: FINDINGS FOR APPROVAL: Section 25.78.070 of the Municipal Code describes the Findings necessary to determine a GeneralPlan Amendment acceptable: "The Council may approve a General Plan amendment upon finding that the amendment is in the public interest and that the General Plan as amended will remain internally consistent. In the event that a General Plan amendment is PLANNING COMMISSION RESOLUTION NO. 2790 requested by a private property owner, the applicant shall demonstrate to the Council that there is a substantial public benefit to be derived from such amendment and how the proposed amendment furthers the goals of the General Plan." 1. The GPA is in the public interest, as it will maintain the community character of the mile-long existing single-family neighborhoods along Shepherd Lane, and on the west side of Portola Avenue. 2. The addition of 23.4 acres of Conventional Suburban Neighborhood, and a corresponding reduction of Town Center Neighborhood lands will not affect internal consistency of the General Plan, as the designation exists, was planned for and applied to lands northand south of the project site, and is an established land use pattern throughout the City. 3. The proposed project provides public benefit by expanding the City's housing stock and providing for the City's expanding population in the immediate future. 4. The proposed General Plan Amendment is consistent with the Goals and Guiding Principles of the General Plan, as demonstrated below: A. Guiding Principle 1. Human Scale Design: The proposed project includes local streets,pathways, and open spaces intended to allow residents to enjoy not only the project's amenities but to connect pedestrians to the existing neighborhoods to the north and south, thereby creating a pedestrian, family-oriented atmosphere that encourages social interactions. B. Guiding Principle 3. Streets for All: The project includes human-scaled streets within it that connect to Portola Avenue, a major north/south roadway that connects residents to jobs, shopping, schools, and other public areas throughout the City. C. Guiding Principle 4. Accessibility and Connectivity: The project provides internal pedestrian connections to the existing neighborhoods to the north and south, and also is in close, bikeable proximity to commercial and public uses, including planned commercial development at the northeast corner of Gerald Ford Drive and Portola Avenue, the University district to the east, and Desert Willow golf course. D. Land Use Element Goal 1: The proposed project supports the expansion of the Cityas a "beautiful city" by extending the high-quality residential development already occurring to the north and south. E. Land Use Element Goal 2: The project is designed with internal pedestrian access, including access to neighborhoods to the north and south, and provides common area recreational amenities, including multiple internal parks and recreation facilities available to all residents. F. Land Use Element Goal 3: The proposed project will provide for traditional large lots, consistent with those existing to the north and south, and also a transitional area of smaller, 7,200-square-foot lots, 2 PLANNING COMMISSION RESOLUTION NO. 2790 which will provide a buffer to the higher densities allowed in the Town Center Neighborhood to the west. 1. That the density of the proposed subdivision is consistent with applicable general and specific plans. The proposed project of 63-single-family homes on 23.4 acres is consistent with the proposed General Plan Designation Conventional Suburban Neighborhood density allowing three to eight dwelling units per acre. The proposed density is also in keeping with the surrounding developments/neighborhoods. The General Plan Land Use Element Residential Goal 1 proposes that "The City provide a balanced range of housing types, densities that accommodate existing and future residents across all socio-economic sectors of the community." Goal 2 proposes "A diverse resort residential community of desirable residential neighborhoods." The General Plan Land Use Element Residential Policy 5 states, "The City shall consistently apply principles of land use compatibility optimizing the ability of proposed development to complement adjoining planned and existing land uses" Land uses within the surrounding area are compatible with the proposed use, and maintain the same General Plan designations of Conventional Suburban Neighborhood. Furthermore, the project does not physically divide an existing community and does not conflict with any applicable land use plan, policy, or regulation outlined in the General Plan. 2. That the design or improvement of the proposed subdivision is consistent with applicable general and specific plans. The Development Services Department, Economic Development, Fire Department, and Public Works Department have reviewed the design and improvements of the proposed subdivision for consistency with the General Plan and emergency services. The street and utility improvements, circulation patterns, and drainage improvements meet all requirements of the General Plan. All existing perimeter streets are in conformance with the General Plan and minor roadwork along Julie Drive is needed. All internal project streets that serve Tentative Tract Map 37993 (TTM 37993) conform to City standards and are consistent with adjoining residential developments. There are no specific plans for the property. 3. That the site is physically suitable for the type of development. The 23.4 acres is suitable for the development proposed. No environmental or traffic concerns were identified that would indicate that development in this area would be unsuitable. In addition, existing residential developments have successfully constructed similar types of development in the immediate vicinity. No obstacles to the development of surrounding subdivisions were experienced and, due to the proximity and similarity of the proposed development, it is reasonable to conclude that the site is physically suitable for it. The property is suitable for the proposed development as conditioned. 3 PLANNING COMMISSION RESOLUTION NO. 2790 4. That the site is physically suitable for the proposed density of development. As proposed, the site layout and density are consistent with the surrounding developments. The property allows for the proposed 2.7 dwelling units per acre, subject to a General Plan Amendment to Conventional Suburban Neighborhood. Directly to the north and south are existing neighborhoods with a similar density and are designated Conventional Suburban Neighborhood within the General Plan. These existing developments also maintain similar lot sizes to the proposed project ranging from 7,000 to 11,000 square feet. These developments are geared to attract first-time homebuyers and families. 5. That the design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or substantially and unavoidably injury to fish or wildlife or their habitat. For purposes of CEQA, the project completed an Addendum to the Palm Desert General Plan Environmental Impact Report (SCH No. 2015081020). The Addendum analyzes the proposed General Plan Amendment and the project entitlement applications and demonstrates that all potential environmental impacts associated with the proposed project at buildout would be within the impacts already evaluated in the approved EIR. The design of the project will not cause substantial environmental damage or injure fish or wildlife or their habitat since the surrounding area has been developed. In addition, the project will pay into the Coachella Valley Multi-Species Habitat Conservation fund for the development of raw land. 6. That the design of the subdivision or the type of improvements is not likely to cause serious public health problems. The design and layout of the 63 single-family homes comply with all grading requirements and the properties will be developed in accordance with the Uniform California Building Code. Grade changes in the community are accommodated by the street layout and open space provided throughout the subdivision. 7. That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. The proposed project will construct a retention drainage basin located within the project boundaries. The tract map identifies the use of these areas and will record an easement for drainage purposes. In addition, the applicant is responsible for the maintenance of the retention basins outlined in the conditions of approval. Surrounding perimeter City streets are built out to the General Plan designation. 4 PLANNING COMMISSION RESOLUTION NO. 2790 NOW, THEREFORE, BE IT ORDAINED BY THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings of the Planning Commission in this case. 2. That the Planning Commission does hereby recommend to the City Council approval of the project as proposed. PASSED, APPROVED, AND ADOPTED by the Planning Commission of the City of Palm Desert, California, at its regular meeting held on the 4t" day of May 2021, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: JOHN GREENWOOD, CHAIR ATTEST: ERIC CEJA, SECRETARY PALM DESERT PLANNING COMMISSION 5 PLANNING COMMISSION RESOLUTION NO. 2790 CONDITIONS OF APPROVAL CASE NOS: GPA/PP 21-0001 and TTM 37993 LAND DEVELOPMENT DIVISION (PLANNING/ENGINEERING): 1. The development of the property shall conform substantially with exhibits on file with the Development Services Department, as modified by the following conditions. 2. The applicant shall record Tract Map 37993 within two (2) years of project approval. 3. All construction documentation shall be coordinated for consistency, including, but not limited to, architectural, structural, mechanical, electrical, plumbing, landscape and irrigation, grading, and street improvement plans. All such plans shall be consistent with the approved entitlement plans on file with the Development Services Department. 4. Construction of said project shall commence as outlined with the Disposition and Development Agreement from the date of final approval unless an extension of time is granted; otherwise said approval shall become null, void, and of no effect whatsoever. 5. The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to the approved project and all Palm Desert Municipal ordinances and state and federal statutes now in force, or which hereafter may be in force. 6. Prior to issuance of a building permit for construction of any use or structure contemplated by this approval, the applicant shall first obtain permits and/or clearance from the following agencies: Building & Safety Division Public Works Department Fire Department Coachella Valley Water District (CVWD) Evidence of said permit or clearance from the above agencies shall be presented to the Department of Building & Safety at the time of issuance of a building permit for the use contemplated herewith. 7. The Applicant shall agree to defend, indemnify, and hold harmless the City of Palm Desert or its agents, officers, and employees from any claim, action, or proceeding against the City of Palm Desert or its agents, officers or employees, to attack, set aside, void, or annul, any approval of the City of Palm Desert, whether by its City Council, Planning Commission, or other authorized board or officer of the City. 8. A qualified archeologist shall complete a cultural resources inventory prior to any development activities within the project area. 9. If the presence of cultural resources is identified in the cultural resources inventory, an approved Native Cultural Resource Monitor shall be on-site during ground-disturbing activities. 6 PLANNING COMMISSION RESOLUTION NO. 2790 10. Should human remains be discovered during the construction of the proposed project, the project coordinator would be subject to either the State Law regarding the discovery and disturbance of human remains or the Tribal burial protocol. In either circumstance, all destructive activity in the immediate vicinity shall halt, and the County Coroner shall be contacted according to State Health and Safety Code 7050.5. If the remains are determined to be of Native American origin, the Native American Heritage Commission (NAHC) shall be contacted. The NAHC will make a determination of the Most Likely Descendant (MILD). The City and Developer will work with the designated MLD to determine the final disposition of the remains. 11. Public Works Department shall review and approve all sidewalk plans. 12. Lighting plans shall be submitted in accordance with Palm Desert Municipal Code (PDMC) Section 24.16 for any landscape, architectural, street, or other lighting types within the project area. 13. The property shall be maintained in accordance with landscape maintenance requirements contained in the Palm Desert Municipal Code. 14. The applicant or any successor in interest shall comply with all applicable local, state, and federal laws and regulations. DEPARTMENT OF PUBLIC WORKS: 15. The tract map shall be submitted to the City Engineer for review and approval. 16. Horizontal control requirements shall apply to this map, including state plane coordinates, which shall conform to City of Palm Desert specifications. 17. The applicant shall submit Covenants, Conditions, and Restrictions (CC&Rs) concurrently with the final map for review and approval. Once approved by the City, the CC&Rs shall be recorded with the County Recorder's Office. 18. Signalization fees, in accordance with City of Palm Desert Resolution Nos. 79-17 and 79-55, shall be paid prior to issuance of any permits associated with this project or the recordation of the tract map. 19. Drainage fees in accordance with PDMC Section 26.49 and Ordinance number 653 shall be paid prior to recordation of the tract map. 20. Park fees in accordance with PDMC Section 26.48.060 shall be paid prior to the recordation of the tract map. Prior to the issuance of grading permits the applicant shall: 21. Submit a grading plan to the Department of Public Works for review and approval. Any changes to the approved civil or landscape plans must be reviewed for approval prior to work commencing. 7 PLANNING COMMISSION RESOLUTION NO. 2790 22. Identify all proposed and existing utilities on the precise grading plan. 23. Drainage shall be retained within the boundary of TTM 37993. 24. Pad elevations, as shown on the tentative map, are subject to review and modification in accordance with Chapter 27 of the PDMC. 25. The applicant shall abide by all provisions of City of Palm Desert Ordinance 843, Section 24.20 Stormwater Management and Discharge Ordinance. 26. Submit a final Water Quality Management Plan (WQMP) for approval. The WQMP shall identify the Best Management Practices (BMPs) that will be used on-the site to control predictable pollutant runoff. Prior to the issuance of the grading permit, the Operation and Maintenance Section of the approved final WQMP shall be recorded with County's Recorder Office and a conformed copy shall be provided to the Public Works Department. 27. Provide the City Engineer with evidence that a Notice of Intent (NOI) has been filed with the State Water Resources Control Board. Such evidence shall consist of a copy of the NOI stamped by the State Water Resources Control Board or the Regional Water Quality Control Board, or a letter from either agency stating that the NOI has been filed. 28. Submit a PM10 application to the Department of Public Works for approval. The applicant shall comply with all provisions of Palm Desert Municipal Code Section 24.12 regarding Fugitive Dust Control. 29. The applicant shall construct or enter into an agreement and post security, in a form and amount acceptable to the City Engineer, guaranteeing the construction of off-site improvements. Improvements shall be in accordance with the Development Agreement. Improvements include but are not limited to: A. The construction of Julie Lane including an 8' sidewalk and terminating in a cul-de- sac. BUILDING AND SAFETY DIVISION: 30. This project shall comply with the latest adopted edition of the following codes: A. 2019 California Building Code and its appendices andstandards. B. 2019 California Plumbing Code and its appendices and standards. C. 2019 California Mechanical Code and its appendices and standards. D. 2019 California Electrical Code. E. 2019 California Energy Code. F. 2019 California Green Building Standards Code G. 2019 California Administrative Code. H. 2019 California Fire Code and its appendices and standards. 8 PLANNING COMMISSION RESOLUTION NO. 2790 31. Provide building height and area analysis to determine compliance with CBC Section 503. Justify any area increases to height and area as permitted per CBC Sections 504 and 506. 32. Provide a complete set of scaled or fully dimensioned elevations to determine the number of stories for the proposed project. CBC Section 503 (Definition of "Grade Plan" "Story" and "Story above grade plane"). 33. Submit an exit plan that labels and clearly shows compliance with all required egress features such as, but not limited to, common path of travel, required number of exits and separation, occupant load, required width, continuity, travel distance, elevators, etc. CBC 1001.1. 34. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1351. 35. A disabled access overlay of the precise grading plan is required to be submitted to the Department of Building and Safety for plan review of the site accessibility requirements as per 2016 CBC Chapters 11A& B (as applicable)and Chapter 10. 36. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 & 11 B- 206). 37. Detectable warnings shall be provided where required per CBC 11 B-705.1.2.5 and 11 B- 705.1.2.2. The designer is also required to meet all ADA requirements. Where an ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement. 38. All contractors and subcontractors shall have a current City of Palm Desert Business License prior to permit issuance per Palm Desert Municipal Code, Title 5. 39. All contractors and/or owner-builders must submit a valid Certificate of Worker's Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. 40. Address numerals shall comply with Palm Desert Ordinance No. 1351 (Palm Desert Municipal Code 15.28. Compliance with Ordinance 1351 regarding street address location, dimension, stroke of line, distance from the street, height from grade, height from street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds or other reasons that may render the building address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1351 or Municipal Code Section 15.28 from the Department of Building and Safety counter staff. 41. Please contact Tameca Williams, Management Specialists II, at the Permit Center (760- 776-6420) regarding the addressing of all buildings and/or suites. 9 PLANNING COMMISSION RESOLUTION NO. 2790 FIRE DEPARTMENT: 42. Fire Hydrants and Fire Flow: Prior to the issuance of building permits, plans for the water system shall be submitted to the fire department for review and approval. The water system shall be capable of delivering the required fire flow. Fire hydrant(s) location and spacing shall comply with the fire code. An approved water supply for fire protection during construction shall be made available prior to the arrival of combustible materials on site. Reference 2016 California Fire Code (CFC) 507.5.1, 3312, Appendices B and C. 43. Fire Department Access: Prior to building permit issuance, approved vehicle access, either permanent or temporary, shall be provided during construction Ref. CFC 503.1.1, 3310.1, and 503.2.1. 44. Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted and approved by the Office of the Fire Marshal. Ref. CFC 503.4.1. 45. Residential Fire Sprinklers: Residential fire sprinklers are required in all one and two- family dwellings per the California Residential Code (CRC). Plans must be submitted to the Office of the Fire Marshal for review and approval prior to installation. Ref. CRC 313.2. 46. Gate Access: Electric gate operators shall be provided with Knox key switches. Electric gate operators shall also be connected to a remote signal receiver compatible for use with the preemption devices on the Riverside County fire apparatus. The gate shall automatically open upon receiving a remote signal from the fire apparatus and remain in the fully open position for a minimum of 30 seconds. Ref. CFC 506.1. 47. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard No. 07-01. 48. These conditions are preliminary and further review will occur upon receipt of construction plans. Additional requirements may be required based upon the adopted codes at the time of submittal. END OF CONDITIONS OF APPROVAL 10 MONTAGE PALM DESERT ADDENDUM TO THE PALM DESERT GENERAL PLAN ENVIRONMENTAL IMPACT REPORT (SCH No. 2015081020) Prepared for: City of Palm Desert 73510 Fred Waring Drive Palm Desert, CA 92260 Prepared by: Terra Nova Planning & Research, Inca 42635 Melanie Place, Suite #101 L -A Palm Desert, California 92211 February 2021 Table of Contents 1. Introduction and Project Background .............................................................................. 1 1.1. Summary......................................................................................................................1 1.2. Project Location ...........................................................................................................1 1.3. Existing Conditions and Current Proposal....................................................................2 1.4. Purpose of an EIR Addendum.......................................................................................8 2. Proposed Amendments................................................................................................... 9 3. Impact Analysis ..............................................................................................................11 3.1. Aesthetics...................................................................................................................11 3.2. Agriculture and Forestry Resources ...........................................................................13 3.3. Air Quality ..................................................................................................................13 3.4. Biological Resources...................................................................................................20 3.5. Cultural Resources......................................................................................................23 3.6. Geology/Soils .............................................................................................................25 3.7. Greenhouse Gas Emissions & Energy.........................................................................27 3.8. Hazards & Hazardous Materials.................................................................................34 3.9. Hydrology/Water Quality...........................................................................................36 3.10. Land Use/Planning .....................................................................................................39 3.11. Mineral Resources......................................................................................................41 3.12. Noise ..........................................................................................................................42 3.13. Population, Employment, and Housing......................................................................44 3.14. Public Services and Utilities........................................................................................46 3.15. Transportation ...........................................................................................................51 List of Tables Table 1 Buildout Land Use Summary Comparison Existing vs Proposed Amendment ................9 Table CalEEMod Buildout Assumptions..................................................................................17 Table 3 Construction Criteria Pollutant Emissions Comparison.................................................18 Table 4 Operational Criteria Pollutant Emissions Comparison (lbs./day) .................................19 Table 5 Greenhouse Gas Emissions—General Plan Update Operations (MT/yr) ......................28 Table 6 2040 Operational GHG Emission Comparison...............................................................30 Table 7 SCAQMD GHG Tiered Test Analysis...............................................................................32 Table 8 Trip General Comparisons.............................................................................................55 MONTAGE PALM DESERT ADDENDUM TO THE PALM DESERT GENERAL PLAN ENVIRONMENTAL IMPACT REPORT (SCH No. 2015081020) 1. INTRODUCTION AND PROJECT BACKGROUND 1.1. SUMMARY This document is an Addendum to the City of Palm Desert's General Plan Environmental Impact Report (EIR, SCH No. 2015081020). This Addendum has been prepared to evaluate the potential environmental impacts of amending the land use designation of a 23± acre site to allow for a reduced residential density proposed in the Montage Palm Desert Project, referred to herein as the "Project." In accordance with the California Environmental Quality Act (CEQA), this Addendum analyzes the proposed General Plan amendment (GPA) and the Project entitlement applications and demonstrates that all potential environmental impacts associated with the proposed Project at buildout would be within the envelop of impacts already evaluated in the approved EIR. In this document, Section I provides the detailed description of the City of Palm Desert's planning procedures and environmental review process under the California Environmental Quality Act (CEQA). Section 2 describes the proposed General Plan Amendment and Montage Palm Desert Project. Section 3 describes the potential environmental impacts of the proposed Project in the context of the 2016 General Plan EIR. 1.2. PROJECT LOCATION The Project site consists of 23± acres located at the northwest corner of Portola Avenue and Julie Drive in the City of Palm Desert, Riverside County, California. It is generally bounded by single- family residential developments to the north and south, Portola Avenue to the east, and vacant lands to the west. The Project site is located in Section 32, Township 4 South, Range 6 East, San Bernardino Baseline and Meridian and consists of five Assessor's Parcels: 694-300-001, -002, - 005,-014,and-015. Regional location and project vicinity maps are provided in Exhibits 1 through 3. 1 1.3. EXISTING CONDITIONS AND CURRENT PROPOSAL In 2016, the City of Palm Desert adopted a General Plan update to guide the physical development of the City while laying out the community's long-term goals and objectives for the planning horizon of 2040.The Palm Desert General Plan EIR (2016) analyzed the change between existing conditions at the time and those associated with future land uses proposed in the General Plan update.The EIR analysis considered buildout conditions of the Land Use Map,which included the maximum buildout potential of the 23± acre Project site under the "Town Center Neighborhood" land use designation. The "Town Center Neighborhood" designation allows moderate to high intensity neighborhood developments of 7-40 dwelling units per acre (DU/AC) that feature a variety of housing choices, walkable streets, and mixed uses. At 40 DU/AC, the site's maximum buildout potential would be 920 residential units in structures up to 3 stories high. The Project includes a General Plan Amendment (GPA) which would change the land use designation to "Conventional Suburban Neighborhood,"which allows densities of 3 to 8 units per acre. The maximum buildout potential under this designation would be 184 units, which could occur as single-family homes or small multi-family projects. The 23± acre site is currently vacant, contains sparse vegetation, and is surrounded by a mix of vacant land and low-density, single-story residential developments. The residential developments to the north and south of the Project site are currently designated "Conventional Suburban Neighborhood,"and the vacant property immediately west is designated "Town Center Neighborhood." In addition to the proposed GPA, the Montage Palm Desert Project includes a Precise Plan (PP) and Tentative Tract Map (TTM) application which proposes a low-density (3 DU/AC), non-gated residential development consisting of 63 single-story, single-family homes (see Exhibit 4 for Project site plan).The Project includes a mix of Spanish, Mediterranean and Modern architectural styles and offers two lot sizes and a variety of floor plans (see Exhibit 5 for typical elevations). Lots 1-37 are 9,700± square feet (SF) and lots 38-63 are 7,200± SF. The floor plans offer three to four bedrooms, 2 to 3 bay garages, and optional add-ons including office/flex space and a casita (see Precise Plan Application for details). The TTM subdivides the 23± acre site into 63 single family lots as well as lettered lots for open space, stormwater retention and streets. The PP provides development specifics for City review, including the site plan, architectural elevations, floor plans, roof plans, cross sections, landscape plans, lighting plans, and utility plans. In accordance with CEQA, the City requires an Environmental Assessment application for all projects to assess potential environmental impacts and set forth mitigation as necessary. This Addendum was prepared to analyze potential impacts of the proposed Montage Palm Desert Project as compared to those previously identified in the Palm Desert General Plan EIR. 2 CAUFORNIA PACIFIC OCEAN MEXICO •,.,-.,yrr uy Desert Hot Springs 1R Palm Springs - 0 Cathedral City Rancho Mirage Palm Deser[A Indio Indian Wells Coachella �f La Quints 7 `jp w.r.. nV- .....v, z RWRS1 C co N r O r 19 Montage Palm Desert Project Exhibit ° Regional Location Ma � -A TERRA NOVA 9 P 1 PLANNING&RESEARCH.INC. Palm Desert, California AN �t , '• ti. ¢ a- Ap- Ca#hey!ah �.L _ - ��' r•;�'S�� - �r�....� ,_+,ill`., -� .•�� �Vol' lea OJECT •' -�--..��,�' ,.�,¢�.." fir' .� .' `-' a� -�F_ r � • fti _ - a; SITE'. L _ [ - _ , .�%�; ,� � Palm• �e ert - _ „ ,�N tom;, �° ILUA - _ . x Montage Palm Desert Project Exhibit L _j TERRA NOVA Project Vicinity Map PLANNING&RESFARCN.INC. Palm Desert, California _• _ Kandinsky .Iv r•: :' I45P•' S pF GO 0 17, I I •:'�� .� �� ',� �-!. .Try = g� Arr p.� i fill, Julie-QC s collegetug a Gosmo li n � 1r ! I I l e l y` III ! I I I I I l e I a ,a as JI ! I MACT NO a02A f I I I —( Ira.sxsm>s I ...I I-����.�"„y�1 jll .................... ... -------------- 14 ••� I I I ��I I I 1 1s z, an e j a 49 ae — — g 6 34 r 12 22 2e ""' 47 46 11 2S ap tly I y � $2 d8 II 53 1is 81 27 ° � 8 N . Elu� fl 4a r 43 g '3 P 42 25 76 �« � 61ER t � ' a 1 PA 1 { I '11 0 s + aI59 �! U — —— �s pavE $a u M Il - ---- rt� - yJUUE EIFM N ui — 7�__-_-_-----_ _ _ = � _;fit," ——— wrnc vw C] Montage Palm desert Project Exhibit L , Project Site Plan, TTM 37993 � � TERRA NOVA 1 4 FILMNIOC&RESEARCH.INC. Palm Desert, California 0 lot M� elevationA-SPANISH _ -111IJ.1:�.a11 1 r } NAM V Kr�y _ Q R elevation B-MEDITER RAN EAN 1.416 elevationC-MODERN N r fCIO � I Source:Woodley Architectural Group, Inc.,2020 F, 1 Montage Palm desert Project Exhibit L J TERRA NOVA' Typical Elevations 5 PLANNING&RESEARCH,INC. Palm Desert, California 1.4. PURPOSE OF AN EIR ADDENDUM In accordance with CEQA Guidelines Section 15164, a Lead Agency is required to prepare an EIR Addendum to a previously certified EIR if some changes or additions to a project are necessary, but the proposed project modifications do not require preparation of a subsequent EIR, as provided in Guidelines Section 15162. In addition, the proposed modifications cannot result in new or substantially more significant environmental impacts compared with the impacts disclosed in the previously certified EIR. CEQA Guidelines Section 15162 states that a subsequent EIR would be required for a project if any of the following conditions exist: 1. Substantial changes to the project require major revisions to the previously certified EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects. 2. Substantial changes occur with respect to the circumstances under which the project is undertaken that require major revisions to the previously certified EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects; or 3. The availability of new information of substantial importance, which was not known or could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified, shows that the project will have one or more significant effects not discussed in the previous EIR, significant effects previously examined will be substantially more severe than shown in the previous EIR, or mitigation measures or alternatives that were previously found not to be feasible or that are considerably different from those analyzed in the previously certified EIR would substantially reduce one or more significant effects on the environment, but the project proponent declines to adopt the mitigation measure or alternative. Based on the evaluation of information provided in this EIR Addendum, no new significant impacts would occur as a result of the proposed Project, nor would there be any substantial increase in the severity of any previously identified adverse environmental impacts. Therefore, none of the conditions described in Section 15162 of the CEQA Guidelines has occurred. For this reason, an EIR addendum is the appropriate document to comply with CEQA requirements for the proposed Project. g 2. PROPOSED AMENDMENTS The Montage Palm Desert Project proposes an amendment to the Palm Desert General Plan Land Use Map that will change the 23± acre site's land use designation from "Town Center Neighborhood" (7-40 DU/AC) to "Conventional Suburban Neighborhood" (3-8 DU/AC). The Project will result in the development of 63 single-family homes for a density of 3 DU/AC. Under the amended "Conventional Suburban Neighborhood" land use designation, the site has the potential to develop 8 DU/AC for a maximum buildout potential of 184 dwelling units. Compared to existing conditions, the Project site's maximum buildout potential will result in 736 fewer residential units and building heights will be limited 2 story. Exhibit 6 shows a comparison of the land use designations in the Project area under the adopted Land Use Map and proposed amendment. As shown on the Land Use Map, lands immediately north and south of the site are designated "Conventional Suburban Neighborhood" and are currently developed with single-story, single-family residences. Therefore, the Project is consistent with surrounding land use designations and proposes a residential development comparable to neighboring developments in density and height. The following table provides a summary comparison of existing conditions analyzed in the EIR and the proposed General Plan Land Use Map amendment.The amendment is limited to the 23± acre site and no other General Plan amendments or changes are proposed. Table 1 Buildout Land Use Summary Comparison Existing vs Proposed Amendment Existing GP Land Use Proposed GP Land Use Designation Amendments Subject Site 23± acres 23± acres Land Use Designation Town Center Neighborhood Conventional Suburban Neighborhood Single-Family, Allowed Land Uses Multi-Family, Mobile Home, Small Single-Family, Retail, Government, Research & Small Multi-Family Development Density 7-40 DU/AC 3-8 DU/AC Commercial FAR: 0.5 to 0.75 Commercial FAR: N/A Max. Buildout Potential 920 DU 184 DU Residential Population 1,969 394 Max. Building Height 3 stories 2 stories Based on an average of 2.14 persons per household in Palm Desert. US Census Bureau QuickFacts for Palm Desert city,California.July 1, 2019 population estimates. 9 Existing Land Use �� Illlll 1111111 � Illlllli �" � i Ililllli - � 1111111 � i� llflll � � I1111 IIIIf� �J � I 1111 Illllill � � lllll Illlilll 'Illflll III111�� Proposed Land Use ��111111 11111111 Gn Conventional Suburban Neighborhood Public Facility/institutional Town Center Neighborhood Project Site C� /� I11111 Illllli# flllllll ! 11111 �� II1111 � � I1111 III11iiJ � 11111 Illllill � i � lllll illlllll � ti 'fllllll Illlfl�� 4 • 3. IMPACT ANALYSIS In accordance with CEQA Guidelines §15162, the following analysis addresses each of the environmental issues analyzed in the approved EIR as compared to the potential changes in environmental impacts due to the proposed Project. The analyses below are based on buildout scenarios that would generate the greatest impacts for each particular issue area. 3.1. AESTHETICS Summary of Findings in the EIR Natural Scenic Resources The Coachella Valley is a low desert basin surrounded by dramatic mountainous terrain created by the active geology that is characteristic of Southern California. Surrounding mountains include the San Jacinto, Santa Rosa, and San Bernardino Mountain ranges.At its peak, Mount San Jacinto rises to an elevation of 10,834 feet above mean sea level. The Santa Rosa Mountains, with Toro Peak at an elevation of 8,715 feet above mean sea level, generally form the southerly boundary of the valley. In the northerly portion of the valley are the Indio Hills, with elevations rising to about 1,600 feet, and the Little San Bernardino Mountains further north, forming the northeasterly boundary of the valley. Emanating from the mouths of mountain canyons are numerous alluvial fans. Surrounding mountain views are of high aesthetic value across all of the Coachella Valley, including the City of Palm Desert. The Project site is slightly sloping and lies on the valley floor at an elevation of about 280 feet above mean sea level.The site is not located along a State-designated scenic roadway or highway; however, the site is located along Portola Avenue, which is a locally identified scenic roadway. Development along a scenic roadway requires special setbacks and landscaping where applicable to limit impacts to existing viewsheds and visual character along the corridor. Built Environment The City of Palm Desert is largely buildout with the majority of the vacant lands located near the I-10 freeway in the northern portion of the City. Most of the development within the City is two stories or less, with height restrictions for new developments that limit buildings to 3 stories or less to ensure that new development is compatible with the surrounding built environment and does not detract from the views of the many scenic resources within the region.The City's zoning code and Landscape Design Manual address landscaping regulations,such as the use of attractive desert landscaping, and provides recommendations for aesthetically pleasing color choices for decorative elements. The City encourages the use of desert colors and tones for buildings, street signs, and traffic signals and enforces lighting standards to soften the built environment's impact on the surrounding views. Summary of Impacts The EIR determined that the General Plan would result in new urban development that would alter existing views and the visual character, and add new sources of shadow, light and glare in the planning area. However, impacts related to scenic vistas and resources, degradation of 11 existing visual character, and creation of new sources of light or glare that would adversely affect nighttime views were found to be less than significant because of the development policies, programs and design performance standards set forth in the City's General Plan and Municipal Code. Analysis of the Proposed Project The proposed Project consists of 23± acres of vacant land to be developed as low-density residential. From the Project site there are distant views of the upper Santa Rosa, San Jacinto, and San Bernardino mountains with middle and foreground views slightly obstructed by existing development. Middle and foreground views from the site include scattered low-density residential development, paved roads, and vacant land. The proposed site is visible from Portola Avenue, which is a locally identified scenic roadway and may be subject to special setbacks and landscaping standards. Buildout of the site would not result in a substantial adverse visual effect for passing motorists on any roads in the project vicinity because potential future development would be visually consistent with other development in the City and vicinity, and would be subject to the same development standards as those analyzed in the EIR. The proposed Project would allow for similar land uses, patterns of development, and range of building heights as currently occur in the project area, with comparable landscaping, architectural features, and other amenities. The development potential of the Town Center Neighborhood would allow greater intensity of development and greater building heights than those currently occurring in the area. Under the proposed Conventional Suburban Neighborhood land use designation, the site will be restricted to 2 stories as opposed to 3 stories, thus resulting in reduced impacts to scenic viewsheds compared to those analyzed in the EIR. Further, the Project proposes single story homes, which will further reduce impacts on scenic vistas and allow views to the west and southwest. The Project will result in an increase in light associated with single family development, which will be limited to landscape and architectural lighting, security lights and the light associated with vehicles to and from the site.The level of lighting will be consistent with that currently occurring to the north and south, in neighborhoods consistent with the proposed Project. Lighting would be somewhat reduced from that possible under the existing General Plan designation, insofar as the proposed land use designation allows less intensity of development and lower building heights, which will require less lighting. The proposed Project would not create any new impacts associated with views, and any impacts would be comparable to, or less than those identified in the EIR.Thus, potential impacts to scenic vistas and views associated with the proposed Project, as well as light and glare impacts, would be less than significant with implementation of applicable General Plan policies and design performance standards. 12 3.2. AGRICULTURE AND FORESTRY RESOURCES Summary of Findings in the EIR According to the Farmland Mapping and Monitoring Program (FMMP), there are no lands designated Prime Farmland, or Farmland of Statewide Importance in the General Plan planning area, nor are there Williamson Act contracted lands. However, the Planning area does contain Unique Farmland and Farmland of Local Importance. The portion identified as Unique Farmland is an Armstrong Growers Nursery Facility located off of Hidden River Road at the east end of the City. Of the two areas of local importance, the portion within City limits is located near the northeast corner of Cook Street and Frank Sinatra Drive and is currently in the process of being converted into a combined Cal State and UC Riverside branch campus and residential subdivisions. No land uses have been identified or zoned for agricultural production by the City of Palm Desert. The proposed site is designated as "Other Land," meaning these lands were not placed into an FMMP category and include either vacant lands, natural vegetation, rural residential, or wetlands. No forest land exists in the vicinity of proposed Project that could be converted to non-forest uses, and no lands within the General Plan planning area are designated for forest land production. The EIR determined that there would be no impacts associated with agricultural or forestry activities because lands identified as Unique Farmland and Farmland of Local Importance will not change as a result of the General Plan update. Analysis of the Proposed Project The site is currently vacant and contains sparse native vegetation. There are no existing or mapped agricultural or forestry resources within or in proximity to the Project site, and such uses are not proposed as part of the proposed Project. Therefore, the proposed Project and General Plan Land Use Map amendment would not create any new impacts associated with these resources, consistent with those identified in the EIR. No impacts to agricultural or forestry resources would occur under the proposed Project. 3.3. AIR QUALITY Summary of Findings in the EIR The City of Palm Desert is located in the Salton Sea Air Basin (SSAB) portion of the South Coast Air Quality Management District (SCAQMD). The SCAQMD is the air pollution control district principally responsible for comprehensive air pollution control in the Basin. Local development and population growth, traffic, construction activities, and various site disturbances in the City contribute to air quality emissions. The Coachella Valley portion of the SSAB is classified as a "non-attainment" area for PM10 and ozone. State and federal standards for carbon monoxide, nitrogen oxides, sulfur dioxide, and lead are in attainment within the City and the SSAB. 13 Coachella Valley PMlo State Implementation Plan PM10 emissions consist of fine suspended particles of ten microns or smaller in diameter, and are the byproducts of road dust, sand, diesel soot, windstorms, and the abrasion of tires and brakes. The proposed Project area lies on the valley floor of the central Coachella Valley where wind erosion can be severe. The Project area and vicinity have a Very High Wind Erodibility Rating per figure 8.3 in the General Plan. Strong winds lift and transport large quantities of sand and dust and contribute to regional exceedances of PM1o. The Coachella Valley has a history of elevated PM10 emissions and is subject to the 2003 Coachella Valley PM10 State Implementation Plan (2003 CV PM10 SIP). The CV PM10 SIP includes control measures for the abatement of large particles by targeting construction and earth moving activities, disturbed vacant lands, unpaved roads and lots, paved road dust, and agriculture. To reduce the impacts of local fugitive dust and PM10 emissions, the City of Palm Desert adopted a Fugitive Dust(PM1o) Control Ordinance (Chapter 24.12 of the Palm Desert City Municipal Code). The ordinance establishes minimum dust control requirements for construction and demolition activities, including: preparation and approval of a fugitive dust mitigation plan, reductions in vehicular speeds on unpaved roads and at construction sites, the application of chemical and/or vegetative dust suppressants and stabilizers, paving of parking lots and roadways, installation of wind fencing, vegetation of disturbed areas, and implementation of street and vehicle cleaning programs at construction sites. Local PM10 Air Quality Inspectors working for SCAQMD out of the Coachella Valley Association of Governments (CVAG) offices are tasked with monitoring and identifying development activities that are not meeting emission standards, and help educate developers and cities on meeting PM10 standards. Ozone and Regional Air Quality Management Plans During the preparation of the General Plan EIR, lands within the SCAQMD were subject to the 2012 Air Quality Management Plan (2012 AQMP)while the draft 2016 AQMP was being prepared. The AQMP is a comprehensive plan that establishes control strategies and guidance on regional emission reductions for air pollutants and in 2012 included specific measures to further implement the ozone strategy in the 2007 AQMP to assist attaining the 8-hour ozone standard by 2023. These control measures for ozone can be categorized as follows: • 8-hour Ozone Measures. Measures that provide for necessary actions to maintain progress towards meeting the 2023 8-hour ozone NAAQS, including regulatory measures, technology assessments, key investments, and incentives. • Transportation Control Measures. Measures generally designed to reduce vehicle miles travelled (VMT) as included in SCAG's Regional Transportation Plan (RTP), which at the time the EIR preparation was the 2012 RTP. The AQMP is based, in part, on the land use plans of the jurisdictions in the region. To be consistent with the AQMP, the General Plan update must not exceed the population, housing or employment growth forecasts used in the development of the AQMP. According to Southern California Association of Governments (SCAG) growth forecasts in their 2012-2035 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS), Palm Desert would have a 14 resident population of 61,700 in 2040. Development facilitated by the General Plan update would add an estimated 11,905 permanent residents between 2012 and 2040, bringing the City's total population to 61,691, which is within SCAG's 2040 population forecasts of 61,700. The EIR determined that the General Plan update would be consistent with SCAG projections, and therefore consistent with the AQMP. Construction Emissions As discussed in the EIR, adoption and implementation of the General Plan update would facilitate new development and redevelopment throughout the City, which would generate short-term air contaminant emissions during construction activities. The General Plan does not include any specific development proposals and project-specific development information would be needed in order to quantify and analyze the level of impact associated with construction activity. All development proposals will be required to adhere to the City's procedures and regulations as they relate to CEQA analysis and mitigation. It is possible that some large-scale projects could substantially increase criteria pollutants through the year 2040. Actual significance would be determined on a project-by-project basis as future development applications are submitted. The EIR determined that construction-related emission impacts would be less than significant with adoption and implementation of General Plan policies and programs and enforcement of current SCAQMD Rules and Regulations. No mitigation measures were required. Long-term Operation Emissions Adoption and implementation of the General Plan would generate air contaminant emissions from long-term operation of planned land uses. Operational emissions are those associated with vehicle trips (mobile sources) and stationary sources (energy and area sources). Individual projects would be required to undergo independent project-level CEQA review and include mitigation measures as necessary to address potentially significant project-level impacts. As previously discussed, overall growth within the City under the General Plan update would be within SCAG regional growth forecasts upon which regional air quality planning is based. The EIR determined that long-term operation emission impacts would be less than significant with adoption and implementation of General Plan policies and programs and enforcement of current SCAQMD Rules and Regulations. Specifically, the Land Use and Transportation, Mobility, and Health and Safety Element policies are designed to reduce vehicle miles traveled (VMT) by promoting infill development in the developed areas of the City and emphasizing bicycle and pedestrian travel. No mitigation measures were required. Carbon Monoxide (CO) Hot Spots A CO Hot Spot is a specific location where sensitive receptors are exposed to high localized concentrations of CO. Motor vehicles, and traffic-congested roadways and intersections are the primary source of high localized CO concentrations. SCAQMD recommends an evaluation of potential localized CO impacts when a project causes the level of service (LOS) at a study intersection to worsen from C to D, or if a project increases the traffic volume (or demand) to capacity (V/C) ratio at any intersection rated D or worse by 2 percent or more. 15 The EIR determined that projected traffic volumes anticipated at intersections throughout the City with implementation of the General Plan update would not be large enough to trigger a CO hot spot, resulting in a less than significant impact. Individual projects would be required to undergo independent project-level CEQA review and include mitigation measures as necessary to address potential hot spots, especially in the event a project exceeds the population or employment forecasts upon which regional air quality planning is based. No mitigation measures were required. Nuisance Odors Certain commercial and industrial land uses may have the potential to cause odor impacts, including fast food restaurants, photographic studios, and laundry facilities, and other industrial uses. The General Plan includes policies that would require siting of sensitive receptors and site planning to minimize the exposure to odors. Therefore, the EIR determined that impacts related to nuisance odors would be less than significant with adoption and implementation of the General Plan update's policies and programs and enforcement of current SCAQMD Rules and Regulations. No mitigation measures were required. Cumulative Impacts According to SCAQMD, "impacts should be based on a summary of projections contained in an adopted general plan or related planning document, or in a prior environmental document which has been adopted or certified, which described or evaluated regional or areawide conditions contributing to the cumulative impact..." The SCAQMD thresholds used in the EIR analysis were from the 2012 AQMP. According to the EIR analysis, all other agencies in the region are subject to the AQMP, and the General Plan update's less than significant air quality impacts, when combined with emissions from other sources in the region, would therefore not be cumulatively significant. No mitigation measures were required. Analysis of the Proposed Project The Project will result in development of the proposed Montage Palm Desert Project and is therefore subject to project-level CEQA review.The program EIR did not quantify maximum daily emissions for buildout of the General Plan. Instead, the EIR assessed the General Plans policies and SCAQMD rules and regulations to determine if future development project impacts would be managed and mitigated accordingly on a case-by-case basis. It can be assumed that emissions associated with maximum buildout of the Project site would be less intense under the proposed land use designation as opposed to the existing land use designation due to the reduced density. Nonetheless, project-level emissions were quantified for maximum buildout potential under both the existing land use designation and the proposed Project land use designation to provide an apples-to-apples comparison. Construction Emissions For the purposes of this analysis, criteria pollutant emissions were estimated using CalEEMod Version 2016.3.2, which bases emission projections on land use factors for energy use, mobile trips,water use,solid waste generation,and wastewater generation.The proposed Project would result in approximately 23± acres of disturbance. Construction would require the export of 16 approximately 103,000 cubic yards' of surplus earthen material. It is assumed that export materials will be hauled to the Classic Club, which has a designated fill site for excess soils and is located approximately 1± mile northeast of the subject property2. Therefore, it is assumed that each haul round trip would be approximately 3 miles. Although the Project proposes 63 single-family homes, emission projections were modeled for the site's maximum buildout potential of 184 dwelling units, representing the buildout scenario that would generate the greatest impacts to air quality. For analysis purposes, it was assumed that all units would be low-rise apartments(1-2 stories),which is representative of the residential unit types allowed under the proposed "Conventional Suburban Neighborhood" designation. For the existing conditions scenario, it was assumed the site would be developed entirely with residential units because area, energy, and mobile emissions associated with residential uses are generally higher than those of commercial uses at operation, and therefore represents the buildout scenario that would generate the greatest impacts to air quality. Buildout assumptions used for the CalEEMod Version 2016.3.2 software are provided below. Table 2 CaIEEMod Buildout Assumptions Existing Conditions Proposed Project Site Acreage 23± acres 23± acres Import/Export (CY) 0 CY/103,000 CY 0 CY/103,000 CY Single-Family, Allowed Land Uses Multi-Family, Mobile Home, Single-Family, Small Retail, Government, Small Multi-Family Research & Development CalEEMod Land 920 mid-rise apartments 184 low rise apartments Use Assumptions (3-10 levels) (40 DU/AC) (1-2 levels) (8 DU/AC) 7-40 DU/AC 3-8 DU/AC Density Commercial FAR: 0.5 to 0.75 Commercial FAR: N/A Residential 1,969 394 Population Duration 5-year construction 2-year construction Based on an average of 2.14 persons per household in Palm Desert. US Census Bureau QuickFacts for Palm Desert city,California.July 1, 2019 population estimates. The following table describes construction-related pollutant emissions for maximum buildout of the site. 1 Based on preliminary earthwork estimates.Assumes grading of entire project. z CalEEMod assumes the average haul load is 20 tons(or 16 cy) per trip. 17 Table 3 Construction Criteria Pollutant Emissions Comparison (lbs./day) Daily Emissions Co NOx ROG sox PM10 Existing Conditions 65.0 83.0 17.5 0.5 9.5 6.0 SCAQMD Threshold 550.00 100.00 75.00 150.00 150.00 55.00 Exceeds Threshold No No No No No No Proposed Amendment 40.0 83.0 10.0 0.5 9.5 6.0 SCAQMD Threshold 550.00 100.00 75.00 150.00 150.00 55.00 Exceeds Threshold No No No No No No Source:CalEEMod Version 2016.3.2.See Appendix Afor detailed tables.Value shown represents the average unmitigated emissions of summer and winter outputs. Emissions rounded up to the nearest half number. * Source: "SCAQMD Air Quality Significance Thresholds" prepared by SCAQMD. Note: PMlo and PM2.5 emissions are shown as "mitigated" in the CalEEMod output tables; however, the mitigation used is standard dust control requirements imposed by the City. As shown in the table above, SCAQMD daily thresholds for CO, NOX, ROG, SOx, PMlo and PM2.s will not be exceeded under either buildout scenario. Buildout of the site under the proposed Project would result in fewer emissions when compared to buildout of the site under the existing land use because project construction would be expected to be more intense, and last longer than for the reduced density of the amended General Plan designation. Similar to findings in the EIR, impacts related to criteria pollutant emissions would be less than significant with adoption and implementation of the General Plan update's policies and programs and enforcement of current SCAQMD Rules and Regulations. No mitigation measures are required. Long-term Operation Emissions Operational emissions are those released over the long-term life of the proposed Project. They include emissions generated by area, energy, and mobile sources. Area sources include consumable products, such as building maintenance and cleaning supplies, kitchen and restroom supplies, pavement off-gassing, and periodic reapplication of architectural coatings. Energy sources include the direct and indirect use of fossil fuels for energy, including natural gas and electricity use in buildings, parking lot lighting, ventilation equipment, and elevators. Mobile emissions are generated by motor vehicle trips. CaIEEMod Version 2016.3.2 was used to estimate daily operational emissions of site buildout using the maximum potential buildout scenarios of 40 DU/AC and 8 DU/AC, or 920-and 184-units total, respectively. CalEEMod defaults for trip generation rates were used and are based on the Institute of Transportation Engineers (ITE) trip general manual. The following table identifies the unmitigated pollutant emissions during operation of the two land uses at maximum buildout. Data represent maximum daily emissions. 18 Table 4 Operational Criteria Pollutant Emissions Comparison (lbs./day) Co NOx ROG so, PM10 Existing Conditions Max. Daily Emissions 190.0 95.0 37.0 0.5 31.0 9.5 SCAQMD Threshold* 550.00 100.00 75.00 150.00 150.00 55.00 Exceeds Threshold No No No No No No Proposed Amendment Max. Daily Emissions 40.0 20.5 8.0 0.5 7.0 2.0 SCAQMD Threshold* 550.00 100.00 75.00 150.00 150.00 55.00 Exceeds Threshold No No No No No No Source: CalEEMod Version 2016.3.2. See Appendix A for detailed tables. Value shown represents the average emissions of summer and winter outputs. Emissions rounded up to the nearest half number. * Source: "SCAQMD Air Quality Significance Thresholds" prepared by SCAQMD. As shown in the table above, SCAQMD daily thresholds for CO, NOX, ROG, SOx, PMlo and PM2.s will not be exceeded under either buildout scenario. Buildout of the site under the proposed Project would result in fewer operational emissions when compared to buildout of the site under the existing land use and the amended land use designations, primarily due to the reduced mobile emissions associated with 63 homes versus 184 homes. Similar to findings in the EIR, impacts related to criteria pollutant emissions would be less than significant with adoption and implementation of the General Plan update's policies and programs and enforcement of current SCAQMD Rules and Regulations. No mitigation measures are required. Consistency with Air Quality Management Plans At the time the EIR was prepared, the relevant air quality management and land use plans were the SCAQMD 2012 AQMP, CV PMlo SIP and 2012-2035 RTP/SCS. Since then, the 2016 AQMP and 2020-2045 RTP/SCS have been adopted that supersede the 2012 documents. The CV PMlo SIP remains current. According to SCAG growth forecasts in their 2020-2045 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS), Palm Desert will have a resident population of 64,100 in 2045, which is a 2,400 population increase from the previous 2040 forecasts. Development facilitated by the General Plan update would add an estimated 11,905 permanent residents between 2012 and 2040, bringing the City's total population to 61,691, which is within SCAG's 2040 and 2045 population forecasts of 61,700 and 64,100, respectively. Under the proposed Project, residential density for the site is reduced from a maximum of 40 DU/AC to 8 DU/AC. According to 2019 US Census data, the City of Palm Desert has an average of 2.14 persons per household.3 Maximum buildout of the site would increase the population by 1,969 persons under current conditions, and 394 under the proposed land use designation. The 3 US Census Bureau QuickFacts for Palm Desert city,California.July 1,2019 population estimates. 19 1,575-population decrease would bring the City's previous population total from 61,691 to 60,116, which is within SCAG's 2040 and 204S population forecasts of 61,700 and 64,100, respectively. Therefore, the proposed Project would be consistent with SCAG projections, and therefore consistent with the AQMP. Carbon Monoxide (CO) Hot Spots At buildout, the site will result in 1,575-population decrease under proposed Project conditions, thus reducing the traffic trips and intersection volume assumptions analyzed in the EIR. Therefore,the risk of CO hot spots is reduced, and impacts will remain less than significant under proposed Project conditions. Nuisance Odors The Project does not propose land uses that cause odor impacts, such as fast-food restaurants, photographic studios, and laundry facilities, and other commercial and industrial uses. Similar to findings in the EIR, impacts related to nuisance odors would be less than significant with adoption and implementation of the General Plan update's policies and programs and enforcement of current SCAQMD Rules and Regulations. No mitigation measures are required. Summary of Impacts Implementation of the General Plan Amendment and proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as analyzed in the EIR. Overall impacts are expected to be less than those previously identified in the EIR due to the reduction in residential density. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.4. BIOLOGICAL RESOURCES Summary of Findings in the EIR The EIR included a comprehensive analysis of special-status and sensitive species, local habitats and vegetation communities, and jurisdictional waters in the General Plan area, including the Project site. Analysis in the EIR draws on data from the California Department of Fish and Wildlife's(CDFW) California Natural Diversity Database (CNDDB),the US Fish and Wildlife (USWS) Information, Planning, and Conservation (IPaC) System, the California Native Plant Society (CNPS), the Coachella Valley Multispecies Habitat Conservation Plan (CVMSHCP), and previous environmental documentation prepared for the City of Palm Desert. Elevations in the General Plan Planning area range from approximately 160 feet above mean sea level (MSL) along the Whitewater River up to 5,140 feet above MSL at Sheep Mountain. The City of Palm Desert and the Coachella Valley are located at the western edge of the Colorado Desert subdivision of the Sonoran Desert. This region is characterized by an extremely hot and dry climate, with a low elevation valley floor bordered by rocky mountain slopes and ranges. The unique geomorphic and geographic terrain has created an environment that supports many diverse species that have adapted to the extreme climatic conditions. 20 Vegetative Communities The majority of the planning area consists of urban land uses, however there are several natural communities represented in the General Plan area which support a wide variety of plant and animal species and various types of habitats, including the following: • Sonoran mixed woody and succulent scrub, • Stabilized shielded desert sand fields, • Peninsular juniper woodland and scrub, • Sonoran creosote bush scrub, • Desert fan palm oasis woodland, • Desert dry wash woodland, and • Active shielded desert dunes. Special-Status Plants Ten (10) special-status plant species are known to occur in the planning area and an additional 12 species were determined to have the potential to occur in the planning area based on the presence of suitable habitat and previous occurrences in the vicinity. Known species include, but are not limited to, Coachella Valley Milk-Vetch, Chaparral Sand-Verbena, Deep Canyon Snapdragon, and Adam's Spurge. Potential species include Arizona Spurge, Flat-Seeded Spurge, and Glandular Ditaxis. Special-Status Wildlife A total of 15 special-status wildlife species are known to occur in the planning area and an additional 15 species were determined to have the potential to occur in the Planning Area based on the presence of suitable habitat, previous occurrences in the vicinity, and/or overlap with Coachella Valley Multi-Species Habitat Conservation Plan (CVMSHCP) species distribution models. Known species include, but are not limited to, the Desert Tortoise, Red-Diamon Rattlesnake, Burrowing Owl, and Coachella Valley Fringe-Toed Lizard. Potential species include the Coast Horned Lizard,Yellow Warbler,Southwestern Willow Flycatcher, and Least Bell's Viero. Special-status bird species which may nest in the Project area are protected from take by the Migratory Bird Treaty Act (MBTA). Nesting bird surveys in compliance with the MBTA will further mitigate any potential project-related impacts to these species. The surveys would determine whether nesting birds are present onsite immediately prior to site disturbance and, if present, prohibit project-related work within avoidance buffers until the young have fledged. Sensitive Natural Communities One habitat (desert fan palm oasis) in the Planning Area was identified in the California Natural Diversity Database (CNDDB) as a locally sensitive terrestrial natural community. 21 Waters of the United States Jurisdictional Waters in the Planning Area include the Whitewater River, which runs west to east through the center of Palm Desert and eventually flows out of the Planning Area and into the Salton Sea. All other waterways in the Planning Area are south of the Whitewater River and drain the Santa Rosa and San Jacinto mountains, including Palm Valley Stormwater Channel, Ramon Creek, Cat Creek, Dead Indian Creek, Ebbens Creek, Grapevine Creek, and Carrizo Creek. There are no jurisdictional waters located within or in proximity to the Project site. Therefore, impacts to such resources would not occur at the subject site. Multiple Species Habitat Conservation Plan The City of Palm Desert is a signatory to and participates in the implementation of the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP).The CVMSHCP is a comprehensive regional plan encompassing a planning area of approximately 1.1 million acres and conserving approximately 240,000 acres of private land and being added to public lands already in conservation. In total, when fully implemented the CVMSHCP will conserve approximately 746,100 acres. Finalized in October 2008 and updated in 2016, the Plan addresses the conservation needs of a variety of plant and animal species, and plant communities that occur in the Coachella Valley region, including endemic species that may still occur on the subject property. It establishes a system of preserves, generally outside of urbanized areas in the Valley in order to protect lands with high conservation value for 27 plant and wildlife species and 27 natural communities. The Plan streamlines development permit processing by providing Permittees "incidental take permits" under state and federal endangered species acts. The Project site is located within the CVMSHCP planning area and is a "Covered Activity" as defined by the CVMSHCP. As a "Covered Activity," potential project impacts to covered species would be accounted for and offset through payment of development impact fees for land disturbances that post-date 1996.As a Permittee under the CVMSHCP,the City must comply with all applicable terms and conditions of the CVMSHCP and Implementing. Summary The EIR determined that the General Plan update would result in less than significant impacts to biological resources with adherence to the standard conditions and requirements of the CVMSHCP, General Plan policies, and mitigation measures set forth in the EIR. The mitigation measures are specific policies and procedures for protecting special-status or sensitive species not covered under the CVMSHCP. Development conducted pursuant to the General Plan, and in adherence to existing federal, state,and City regulations will ensure potential impacts are reduced to less than significant levels. Analysis of the Proposed Project The implementation of the GPA would not significantly change impacts to biological resources, because the 23 acres would be expected to be graded and fully disturbed under either the current or the proposed General Plan land use designation. The proposed designation would result in less intense development, and the potential for greater areas of open space for common species to use as forage and nesting areas. However, the implementation of either land use designation would result in similar, and therefore less than significant impacts on biological resources. 22 The proposed Project site is located in a developing area of the City surrounded by a mix of vacant land, residential uses, and major roadways. The site is currently vacant, contains sparse native vegetation and has been disturbed by off road vehicle use, some grading along its southern boundary, and other human activity.The Project does not propose a land use designation change that would convert protected or open space lands to urban uses. The site is not located in a Conservation Area as defined by the CVMSHCP, and is subject to the payment of mitigation fees, regardless of the land use designation, as identified in the General Plan EIR. The Project site contains trees and shrubs which could harbor nesting birds, and birds subject to protection under the MBTA.The Project will be subject to the EIR's mitigation measure MM 4.5.1, requiring that pre-construction surveys be conducted for these species prior to the issuance of grading permits. This mitigation measure would be applied to any project on the site, whether under the current or the proposed land use designation. The Project site does not contain wetlands or riparian areas, and is not suitable as a migratory corridor because of its proximity to development immediately north and south. This would be true under either the existing or proposed land use designations. Therefore, the proposed Project will not result in any new significant impacts or increase the severity of impacts already identified in the General Plan EIR. Development conducted pursuant to the General Plan, and in adherence to existing federal, state, and City regulations will ensure potential impacts are reduced to less than significant levels. 3.5. CULTURAL RESOURCES Summary of Findings in the EIR Historic Resources Results of a California Historical Resources Information System (CHRIS) records search identified a total of 53 recorded cultural resources within the city. Of these, 17 are historic, 35, are prehistoric, and 1 is multicomponent. Of these resources, none are listed in the California Register of Historical Resources (CRHR) or the National Register of Historic Places (NRHP). A total of 50 cultural resource studies have been conducted within the City of Palm Desert with the earliest listed study conducted in 1973, none of which were conducted on the Project site. There were a total of seven landmarks within City limits according to the Palm Desert Cultural Resource Preservation Committee(CRCP) and one historic building listed by the Historical Society of Palm Desert (HSPD). The Project site does not contain any historic landmarks. All seven landmarks are located within the City's urban core several miles south of the Project site. The EIR found that the General Plan update would have a less than significant impact on historical resources through implementation of the Plan's policies to protect historic resources, along with adherence to existing federal, state, and City regulations, designed to preserve locally designated historical resources. No historic resources were identified as being on the site, thus there will be no impact to such resources due to buildout of the Project site. 23 Archaeological Resources The analysis of impacts on cultural resources was qualitative and based on available information. The EIR determined that impacts related to cultural resources would largely be a function of the location and that it is likely that additional sites and resources may discovered during future development, including the Project site. Future development projects could potentially result in direct and/or indirect disturbance or destruction of sensitive archaeological resources without proper protocols and mitigation measures. Mitigation measures were set forth requiring various assessments, as necessary, by a qualified archaeologist for projects subject to CEQA. For future projects that require excavation activity (e.g., clearing/grubbing,grading, trenching, or boring) into native soil and that have the potential to exhibit native ground surface within or in the immediate vicinity of the excavation footprint, project applicants will be required to conduct archaeological resources assessments in order to identify and mitigate potential impacts to archaeological resources.This process typically consists of identifying known archaeological resources through records search and consultation with Native American tribes, a pedestrian survey of the project site, a review of the land use history, and coordination with knowledgeable organizations or individuals. Coordination with the Native American tribes is assured through compliance with AB 52 and SB 18 and through implementation of Title 29 of the City of Palm Desert Municipal Code. With adherence to the above mitigation measures, the EIR determined the General Plan update would provide for the appropriate treatment and/or preservation of resources if encountered. Therefore, potentially significant impacts to archaeological resources would be reduced to a less than significant level. Development conducted pursuant to the General Plan, and in adherence to existing federal, state,and City regulations will ensure potential impacts are reduced to less than significant levels. Analysis of the Proposed Project The proposed Project site is currently vacant and contains sparse native vegetation. Development under either the current or proposed land use designation would result in grading of the entire site, and equivalent earth moving activities. Should cultural resources be located on the site, the impacts to these resources would be considered significant. In order to reduce these impacts, consistent with the General Plan EIR, site investigation is necessary. An archaeological resources survey was conducted for the Project site and adjacent lands in 2016, as part of a previous development proposal'. That survey identified the remains of "jackrabbit homesteads," huts built by early settlers, which were determined to be devoid of historic significance because of their condition. No archaeological resources were identified. The study determined that development on the site had no potential to impact cultural resources, and that no mitigation measures were necessary. 4 Historical/Archaeological Resources Survey,Assessor's Parcel Numbers 694-300-001,-002,-005,-014,-015,and 694-310-002,-003,-006,-007, prepared by CRM Tech, December 2016. 24 Therefore, the proposed Project will not result in any new significant impacts or increase the severity of impacts already identified in the EIR. Development conducted pursuant to the General Plan, and in adherence to existing federal, state, and City regulations will ensure potential impacts are reduced to less than significant levels. 3.6. GEOLOGY/SOILS Summary of Findings in the EIR The Project area is located in the Colorado Desert Geomorphic Province. More specifically, the General Plan planning area is located within the central portion of the Coachella Valley where elevations range from approximately 5,100 feet above mean sea level (AMSL) in the Santa Rosa Mountains, to a low of about 60 feet AMSL in the Bermuda Dunes. The City is primarily located on the desert floor, at an elevation of approximately 250 feet AMSL. Soils and Geologic Units The mountains along the valley are mainly composed of metamorphic and igneous rocks. The valley floor is composed of recently laid fine- and medium-grained alluvial (stream deposited) and aeolian (wind deposited) sediments. According the EIR Technical Background Report (TBR), the majority of the City is underlain by Quaternary deposition consisting of surficial deposits (Qs), landslide deposits (Qls), alluvium (Q), non-marine sandstone, shale, and gravel deposits (Qpc); Mesozoic mixed rocks consisting of granite, quartz monzonite, granodiorite, and quartz diorite (gr-m); Mesozoic plutonic rocks consisting of granite (grMz); and Paleozoic mixed rocks consisting of sedimentary rocks. Wind Erosion Hazard The City of Palm Desert faces exposure to potential erosion hazards due to wind. The geologic orientation of the hills and mountain ranges throughout the community provides little resistance to strong winds through the Coachella Valley, resulting in increased rates of erosion. Other factors in the community exacerbate the potential for wind-blown sand hazards. Local bedrock is characterized by granite and metamorphic rock types, which are easily eroded and transported by the wind. Wind-blown hazards also follow slope and floodplains. Due to sparse desert vegetation, little groundcover exists to hold materials in place which accelerates the soil erosion at the surface. The sand dunes along Interstate 10 and the Whitewater River are the two most significant sources of wind-blown sand in the planning area. The subject site is located in proximity to Interstate 10 and is in an area with a Very High Wind Erodibility rating.s 5 Palm Desert General Plan; Figure 8-3. 25 Fault Rupture (Primary Seismic Hazard) The General Plan planning area is located within the central portion of the Coachella Valley,which is a rift valley associated with the San Andreas Fault System in Southern California. The valley is located in the northwestern portion of the Salton Trough, a tectonic depression roughly 130 miles long and 70 miles wide that extends from the San Gorgonio Pass to the Gulf of Mexico. No portion of the City is located within a fault zone, as defined by the Alquist-Priolo Act. Based on information from the California Geological Survey, no known major active faults are located in the City.According to the EIR,the closest active faults to Palm Desert are the San Andreas fault, located approximately 4 miles to the north; the San Jacinto fault, located 10 miles to the southwest; and the Elsinore fault, located 30 miles to the southwest. Seismic Groundshaking (Primary Seismic Hazard) The Project site is located in a seismically active region where earthquakes originating on local and regional seismic faults can produce severe ground shaking. Although no active faults run through the City, Palm Desert's soils and geologic characteristics result in other potential secondary seismic hazards. The Modified Mercalli Intensity scale describes the magnitude of an earthquake in terms of actual physical effects. Six historic seismic events (M 5.9 or greater) have significantly affected the Coachella Valley region in the past 100 years. Expansive and Collapsible Soils (Primary Seismic Hazard) According to the EIR and available soil data, it does not appear that expansive clays or soils exhibiting shrink-swell characteristics underlie the City. However, expansive and collapsible soils may need to be analyzed on a project-by-project basis because a citywide soils report had not been conducted at the time the EIR was prepared. Landslides (Secondary Seismic Hazard) Strong groundshaking can result in unstable slope conditions, including rock falls and landslides. Areas that are landslide-susceptible are located in the southern portion of the City near the slopes of the Santa Rosa Mountains. The subject site is located within the valley floor, approximately 4.6 miles north of the slopes of the Santa Rosa Mountains and is not susceptible to landslides occurring in or near the mountain slopes. Liquefaction (Secondary Seismic Hazard) Liquefaction occurs primarily in saturated, loose,fine to medium-grained soils in areas where the groundwater table is generally 50 feet or less below the surface. The General Plan does not identify liquefaction-susceptible areas for Palm Desert. The Riverside County Land Information System identifies that the majority of the city is susceptible to moderate liquefaction potential. Liquefaction susceptibility in the City is based on sediment type, depth to groundwater, and proximity to the San Andreas Fault. Summary of Impacts The EIR found that the planning area is situated in close proximity to several faults that have the potential to cause strong to severe ground shaking, which could result in damage to structures, infrastructure, and persons, or generate seismically induced hazards. The EIR determined that 26 site-specific analyses should be conducted prior to development to identify potential hazards and set forth effective mitigation measures, including development of the subject site. Development standards that minimize impacts from structural failure and promote the health and safety of residents must also be maintained during development. Adherence to the City's Municipal Code, General Plan policies, and other applicable requirements would result in less than significant impacts. Analysis of the Proposed Project The Project will result in development of the proposed Montage Palm Desert Project and is therefore subject to project-level CEQA review and site-specific analysis. The site would be fully developed, regardless of whether the land use designation remained or were changed to Conventional Suburban Neighborhood. The height of structures would likely be greater under the current designation, to accommodate the increased density. Under the proposed GPA, structures would be limited to no more than two stories, and under the proposed Project, would be limited to single story homes. The Project, as with all projects in the City, will be required to adhere to the policies of the General Plan, including the preparation of site-specific geotechnical analysis to accompany grading plans. This analysis will identify any needed techniques to assure building integrity. The site is not located in an area susceptible to liquefaction, landslide or fault rupture. The Project site will require traditional construction methods governed by the Uniform Building Code and the City's Municipal Code as it relates to seismic hazards. The Project, consisting of single-story homes, will not require extensive excavation or other special building techniques. The Project would not generate new significant impacts or a substantial increase in previously identified impacts associated with geology and soils. There is no new information of substantial importance which was not known and could not have been known when the EIR was certified. Adherence to the City's Municipal Code, General Plan policies,and other applicable requirements would result in less than significant impacts. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.7. GREENHOUSE GAS EMISSIONS& ENERGY Summary of Findings in the EIR The EIR greenhouse gas (GHG) emissions analysis was based on information obtained from the General Plan Technical Background Report (TBR), General Plan Update Traffic Analysis Report, and other publicly available resources. The analysis provided an overview of GHG emissions, California GHG inventory, Coachella Valley regional GHG emissions, Palm Desert GHG inventory, Palm Desert energy use, and climate adaptation. 27 The California Air Resource Board (CARB) inventories the State's GHG emissions each year. The 2012 inventory was current at the time the EIR was prepared. According to the EIR and CARB GHG inventory, statewide GHG emissions were 459 million metric tons of CO2e (MMTCO2e) in 2012, declining 1.6 percent from 466 MMTCO2e in 2000. California's per capita GHG emissions decreased by 12 percent from 2000 to 2012 despite an 11.4 percent increase in population. Palm Desert prepared a citywide GHG inventory which calculated the emission of 621,225 metric tons of CO2e in 2008. The table below, reproduced with minor modifications from the EIR, illustrates the GHG emissions anticipated to occur as a result of build out of the General Plan update. As shown, buildout of the General Plan update would result in approximately 105,449 metric tons of CO2e annually under year 2020 conditions and 94,837 metric tons of CO2e annually under year 2035 conditions. Table 5 Greenhouse Gas Emissions—General Plan Update Operations (MT/yr) Emission Source11 : Conditions Potential 2020 Potential 2035 Energy 331,666 46,460 39,663 Area N/A 1,791 1,791 Mobile 228,572 44,824 42,440 Waste 59,489 4,932 4,932 Water N/A 7,442 6,011 Fugitive Emissions 1,458 0 0 Total 621,225 105,449 94,837 Emissions Per Service Pop. -- 6.5 6.4 SCAQMD Threshold -- 6.6 4.1 Data sourced from Tables 4.4-3 and 4.4-4 of the General Plan update EIR. At the time of the EIR analysis,the SCAQMD's greenhouse gas emissions plan-level threshold was 6.6 metric tons of CO2e per service population (residents plus employees) per year by the year 2020 and 4.1 metric tons of CO2e per service population per year by the year 2035, consistent with California legislation (AB 32). The projected service population under the General Plan update was 112,227. Dividing the GHG emissions for each time period yields a metric ton per service population ratio of 6.5 for year 2020 conditions and 6.4 for year 2035 conditions. Therefore, the 2020 conditions ratio was below the 2020 SCAQMD plan-level threshold of 6.6 metric tons per service population, however the 2035 ratio exceeded the 2035 SCAQMD plan- level threshold of 4.1 metric tons per service population. A large portion of the City's emissions would be generated by mobile sources, which is an emissions source that cannot be regulated by the City. All new development within the City is required to implement energy efficiency design requirements consistent with the California Green Building Standards Code. Individual development projects will be required to undergo project-specific environmental review, and mitigation measures will be identified at that time to 28 reduce any significant impacts. Nonetheless, the EIR determined that the resulting GHG emissions generated by the General Plan update are cumulatively considerable and significant and unavoidable. Consistency Greenhouse Gas Emissions Reduction Plans GHG emissions resulting from development-related transportation sources are often the highest single-source of GHG emissions for any given project. The EIR determined that an appropriate indicator of whether the General Plan update would inhibit the GHG reduction goals promulgated by the state was to compare the General Plan update to SCAG's 2016-2040 RTP/SCS. As previously discussed in Section 3.3, Air Quality, the EIR determined that the General Plan update would be consistent with SCAG population growth projections, and is therefore consistent with the AQMP. For these reasons, the EIR determined the General Plan update would not interfere with SCAG's ability to achieve the region's mobile source GHG reduction targets outlined in the 2016 RTP/SCS. Energy Efficiencies According to the EIR, the City of Palm Desert consumed 759,776,308 kilowatt hours of electricity and 19,191,985 therms of natural gas in the year 2008. The CARB's EMFAC2014 modeling software was used to determine that 38,910,825 gallons of automotive fuel were consumed daily in Palm Desert in 2015. Energy consumption associated with the potential new development instigated by the General Plan update would lead to the following increases: • 15.4 percent increase in electricity consumption (117,58.730 kWh) • 18.9 percent increase in natural gas consumption (3,640,681 therms) • 13.9 percent increase in automotive fuel consumption (5,445,435 gallons) Several policies and actions will promote energy consumption efficiency: • All development within the City would be required to comply with Title 24 Building Energy Efficiency Standards. • Southern California Edison (SCE) is subject to California's Renewables Portfolio Standard (RPS). The RPS requires investor-owned utilities, electric service providers, and community choice aggregators to increase procurement from eligible renewable energy resources to 33 percent of total procurement by 2020 and to 50 percent of total procurement by 2030. • Individual development projects will be required to undergo project-specific environmental review, and mitigation measures will be identified at that time to reduce any significant impacts. • The ability of utility providers to provide services concurrently with each project is evaluated during the development review process. Utility companies are bound by contract to update energy systems to meet any additional demand. 29 For the reasons described above, the EIR determined the General Plan update would not place a substantial demand on regional energy supply or require significant additional capacity, or significantly increase peak and base period electricity demand, or cause wasteful, inefficient, and unnecessary consumption of energy during project construction, operation, and/or maintenance, or preempt future energy development or future energy conservation. Therefore, this impact would be less than significant. Analysis of the Proposed Project The Project will result in development of the proposed Montage Palm Desert Project and is therefore subject to project-level CEQA review.The program EIR did not quantify GHG emissions specific to buildout of the subject site. Instead, the EIR assessed the emissions from buildout of the Planning area as a whole compared to the States per capita reduction targets set forth by AB 32. While the EIR determined that buildout of the Planning area would result in cumulatively considerable and significant and unavoidable impacts, individual development projects are still required to undergo project-specific environmental review, and mitigation measures will be identified at that time to reduce any significant impacts. It can be assumed that GHG emissions associated with maximum buildout of the Project site would be less intense under the proposed land use designation as opposed to the existing land use designation due to the reduced density. Nonetheless, project-level emissions were quantified for maximum buildout potential under both the existing land use designation and the proposed Project land use designation to provide an apples-to-apples comparison. The following GHG estimates compare 2040 buildout conditions under the existing conditions and proposed Project. Table 6 2040 Operational GHG Emission Comparison (Metric Tons CO2e/Year) ProposedSource Existing Conditions Amendment Area Emissions 31 6 Energy Emissions 2,075 440 Mobile Emissions 7,437 1,510 Waste Emissions 213 43 Water Emissions 466 93 Total w/out Construction GHG 10,222 2,092 Construction Amortized' 10,436 2,135 Project Population 1,969 394 Per Capita Emissions 5.3 5.4 Source:CalEEMod Version 2016.3.2.See Appendix A for detailed output tables.Values shown represent the total unmitigated GHG emission projections for 2040 under existing SP conditions vs proposed SP conditions.Numbers have been rounded up to the nearest whole number. 1. GHG emissions from construction are amortized over a 30-year period and added to the annual operation emissions.Total construction GHGs for existing conditions is 6,400 MTCO2e over a 5-year buildout period(214 MTCO2e amortized),and 1,280 MTCO2e over a 2-year buildout period(43 MTCO2e amortized). 30 As shown in the table above, the proposed Project will result in a net GHG reduction of 8,301 MTCO2e when compared to existing conditions analyzed in the EIR due to the reduction in density. This reduction is the direct result of reducing the site's maximum build out potential from 40 DU/AC to 8 DU/AC, thereby decreasing the population potential and associated emissions. On December 5, 2008, the SCAQMD formally adopted a greenhouse gas significance threshold of 10,000 MTCO2e/year that only applies to stationary sources (industrial uses) where SCAQMD is the lead agency (SCAQMD Resolution No. 08-35). This threshold was adopted based upon an October 2008 staff report and draft interim guidance document' that also recommended a threshold for all projects using a tiered approach. It was recommended by SCAQMD staff that a project's greenhouse gas emissions would be considered significant if it could not comply with at least one of the following "tiered" tests: • Tier 1: Is there an applicable exemption? • Tier 2: Is the project compliant with a greenhouse gas reduction plan that is, at a minimum, consistent with the goals of AB 32? • Tier 3: Is the project below an absolute threshold (10,000 MTCO2e/yr for industrial, projects and 3,000 MTCO2e/yr for non-industrial projects)? A project's construction emissions are averaged over 30 years and are added to the project's operational emissions. • Tier 4: Is the project below a (yet to be set) performance threshold? • Tier 5: Would the project achieve a screening level with off-site mitigation? Two of the above tiered tests can be used to assess the buildout scenarios: Tier Test 2 and Tier Test 3. The Tier 2 test would evaluate the project's compliance with the reduction targets of AB 32.To achieve the State's revised AB 32 targets per the CARB 2017 Climate Change Scoping Plan, per capita emissions would need to be reduced to 6 MTCO2e by 2030 and 2 MTCO2e by 2050. The Tier 3 test is an absolute threshold of 3,000 MTCO2e for a non-industrial project. As shown in the table below,the proposed Project complies with the 2030 AB 32 per capita target and the Tier 3 test. Maximum buildout potential of the site under the current land use designation would comply only with the 2030 AB 32 per capita target under the Tier 2 test. Further, since the Project would result in 63 units, rather than the 184 units analyzed for full buildout of the GPA, Project emissions will be reduced further, and will result in lower GHG emissions than the GPA maximum buildout. 6 Draft Guidance Document—Interim CEQA Greenhouse Gas(GHG)Significance Threshold,prepared by SCAQMD, October 2008. 31 Table 7 SCAQMD GHG Tiered Test Analysis Threshold Test Existing Conditions Scenario Proposed Tier 2: AB 32 Per Capita 5.3 MTCO2e 5.4 MTCO2e 2030 Target: 6 MTCO2e Complies Complies 2050 Target: 2 MTCO2e Does Not Comply Does Not Comply Tier 3: Non-Industrial Project 10,436 MTCO2e 2,135 MTCO2e 3,000 MTCO2e Does Not Comply Complies It is possible and expected that per capita emissions will decrease over the next 20 years due to future technology improvements, increased use of alternative modes of transportation, improved building efficiency, and increased use of renewable energy sources. However, the elective use of alternative modes of transportation and future efficiency potentials cannot be confidently quantified and applied as a mitigation measure. Therefore, operational impacts of the existing condition buildout scenario as they currently stand are not in compliance with the 2050 AB 32 per capita targets, and impacts would remain significant and unavoidable. The proposed Project will bring the site's buildout potential in compliance with SCAQMD thresholds for GHG emissions using the Tier 3 test. Therefore, the proposed Project would decrease the severity of impacts analyzed in the EIR and impacts would be reduced from significant and unavoidable to less than significant. Energy Electricity: Under both buildout scenarios(existing and proposed), electricity would be consumed during construction and would vary throughout the construction period based on the construction activities being performed. Activities requiring electricity could include powering outdoor security or worksite lighting, operation and charging of electronic equipment, and powering a temporary worksite office or trailer. Such electricity demand would be temporary, nominal, and would cease upon the completion of construction. During operation, electricity will be used for multiple purposes including but not limited to air conditioning, lighting, electronics, refrigeration and other kitchen appliances. According to the CaIEEMod outputs prepared for both buildout scenarios, maximum buildout of the site under the proposed land use designation would consume approximately 894,288 kWh per year of electricity, which is 3,308,002 kWh less than the site's annual electricity consumption under existing conditions (4,202,290 kWh/year). Development plans for the Project propose 121 fewer residential units than assumed for maximum site buildout, further reducing future energy demands of the site. Adherence to current California Building Code and Energy Code standards will ensure the most energy efficient technologies and practices are used for the development and operation of the Project. The Project reduces the severity of impacts previously analyzed in the EIR, and therefore impacts are less than significant. 32 Natural Gas: Development of the Project site under any buildout scenario typically would not involve the consumption of natural gas. Construction would, however, involve installation of new natural gas connections to serve the Project site, and would be required under both buildout scenarios. The use of natural gas during construction would not be wasteful, inefficient, or unnecessary. Operation of the proposed Project would consume natural gas primarily for heating and cooking. According to the CalEEMod outputs prepared for both buildout scenarios, maximum buildout of the site under the proposed land use designation would consume approximately 28,657 therms per year, which is 107,448 therms less than the site's annual natural gas consumption under existing conditions (136,105 therms/year). Development plans for the Project propose 121 fewer residential units than assumed for maximum site buildout, further reducing future energy demands of the site. Adherence to current California Building Code and Energy Code standards will ensure the most energy efficient technologies and practices are used for the development and operation of the Project. The Project reduces the severity of impacts previously analyzed in the EIR, and therefore impacts are less than significant. Transportation Energy: During construction, petroleum and diesel would be the primary fuel source consumed by construction equipment, material hauling equipment, and worker commutes. It is assumed that construction equipment would consume the most diesel fuel,while worker commutes would consume the most gasoline traveling to and from the project area in their private vehicles. It is expected that most construction workers will live locally, which would minimize the need for long commutes and limit fuel consumption. Overall, petroleum and diesel use during construction would be temporary and minimal and would not be wasteful or inefficient. During operation, the Project would result in the consumption of petroleum-based fuels related to vehicular travel to and from the Project site. According to the CalEEMod outputs prepared for both buildout scenarios, and using default trip generation rate assumptions provided by the Model, maximum buildout of the site under the proposed land use designation has the potential to generate 2,715,341 vehicle miles traveled (VMT), which is 10,661,447 fewer VMTs compared to operation of the site under existing conditions (13,376,788 VMTs). Development plans for the Project propose 121 fewer residential units than assumed for maximum site buildout, which would further reduce VMTs. The Project reduces the severity of impacts previously analyzed in the EIR, and therefore impacts are less than significant. Summary of Impacts Buildout of the site would be subject to the same General Plan policies and programs, current SCAQMD Rules and Regulations analyzed in the EIR. Implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impacts as analyzed in the EIR. Overall impacts are expected to be less than those identified in the EIR due to the reduction in residential density. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 33 3.8. HAZARDS& HAZARDOUS MATERIALS Summary of Findings in the EIR The Riverside County Department of Environmental Health Hazardous Materials Branch is responsible for overseeing the six hazardous materials programs in the County, including the City of Palm Desert. The Branch is responsible for inspecting facilities that handle hazardous materials,generate hazardous waste,treat hazardous waste, own/operate underground storage tanks, own/operate aboveground petroleum storage tanks, or handle other materials subject to the California Accidental Release Program. The County-wide Hazardous Materials Emergency Response Team consists of personnel from the Riverside County Fire Department and Environmental Health HazMat Program staff. This team responds jointly to hazardous materials incidents in the County and any CalFire-contracted city, including Palm Desert. The City implements regular consultation with the State Water Resource Control Board (SWRCB) and Regional Water Quality Control Board (RWQCB), and also monitors and regulates industrial plants and commercial areas through the City's Municipal Code. Areas with Potential Hazardous Materials Contamination SWRCB maintains an online database (GeoTracker) which includes information on existing locations of hazardous waste sites and their status. According to the GeoTracker database at the time the EIR was prepared, there were no open case leaking underground storage tanks (LUST) sites in the planning area. The GeoTracker did identify 31 closed case LUST sites that had completed site assessments and any required cleanup, as necessary. There were also six non- LUST cleanup sites in the planning area, including five school sites. All school sites had been investigated and required no further action. Government Code Section 65962.5 requires the California Department of Toxic Substances Control (DTSC) to compile and regularly update a list of hazardous waste sites, known as the Cortese List. No properties in the Planning Area were identified on the DTSC's Hazardous Waste and Substances Site List (Cortese List). Transportation of Hazardous Materials When the EIR was prepared, Burrtec Waste and Recycling Services was the only registered hazardous material transporter located in Palm Desert. Major transportation corridors such as Highway 111 or Interstate 10 (1-10) may be used to transport hazardous materials and represent accident risks that could result in releases of hazardous materials. The City does no designate specific haul routes for hazardous materials; however, the California Highway Patrol (CHP) must be notified when acutely toxic hazardous materials are transported. Airports Airport-related hazards are generally associated with aircraft accidents, particularly during takeoffs and landings. Operational hazards include incompatible land uses, power transmission lines,wildlife hazards (e.g., bird strikes), and tall structures that penetrate the imaginary surfaces 34 surrounding an airport.The Bermuda Dunes Airport(UDD) is a privately owned public use airport located in the Palm Desert sphere of influence (SO I) and offers charter flights, hangar rentals, and a flight school.The Palm Springs International Airport (PSP) is located approximately 9 miles west of the City and is the largest and primary air transportation link for the region Schools Public education services and facilities are provided to Palm Desert by the Desert Sands Unified School District (DSUSD) and the Palm Springs Unified School District (PSUSD). The California Environmental Quality Act (CEQA) Guidelines require the disclosure and consideration of locations of schools relative to the sources of hazardous materials and emissions. Wildfire The City of Palm Desert is exposed to fire-related hazards from two potential sources: wildfires and fires that occur in urban settings. Wildfire hazards are highest in areas of the community near the wildland-urban interface (WUI). Southern portions of the City are susceptible to the risk of wildland fires. Portions of the City to the north of 1-10 contain moderate fire hazard severity zones. To reduce the wildfire risk, the City has adopted an emergency response plan which established procedures for fire conditions. The subject is located near Interstate 10, and more than 3 miles east from an area of wildland fire potential. Emergency Response and Evacuation Routes The City of Palm Desert Emergency Operations Plan (EOP) addresses planned response to extraordinary emergency situations associated with natural disasters, technological incidents, and national security emergencies in or affecting Palm Desert. The primary emergency evacuation routes in the City of Palm Desert include I-10, Highway 111, Monterey Avenue, Portola Avenue, Cook Street, and Washington Street. Summary of Impacts The General Plan update would enable development of new residential, commercial, industrial, and institutional uses that would result in increased transport, use, storage, and disposal of hazardous materials in the planning area. Of particular concern are facilities with leaking underground storage tanks or other methods of storage that could accidentally leak or be released into the soil,groundwater, surface water, or air. Examples of these facilities include light industrial uses, gas stations, automotive repair shops, and dry cleaners. The City enforces disclosure laws that require users, producers, and transporters of hazardous materials and wastes to clearly identify the materials that they store, use, or transport and to notify the appropriate city, county, state, and federal agencies in the event of a violation. The EIR determined that compliance with and enforcement of existing federal, state, and local laws and regulations concerning the handling, transport, or disposal of hazardous materials, supported by implementation of the General Plan update policies, would reduce potential impacts to less than significant levels 35 Analysis of the Proposed Project The proposed Project site is located in the northern portion of the City within one mile of Interstate 10. Hazardous materials monitoring and emergency response within the Project area will be covered by the Riverside County Department of Environmental Health Hazardous Materials Branch, Riverside County Fire Department and Environmental Health HazMat Program staff and CalFire. Currently within the City there are no hazardous waste sites listed on the Cortese List and there are no LUFT sites listed in proximity to the Project site per the SWRCB GeoTracker. Buildout of the Project site has the potential to result in 184 residential units under the GPA. The land use proposed for the Project is similar to the existing land use approved for the site, but with a lower density, and no unusual or particularly hazardous uses are anticipated. Therefore, the proposed Project would not create any new impacts associated with hazardous and toxic materials, and any such impacts would be less than those identified in the EIR due to the reduced intensity of use of the site. Approval of the proposed Project will result in development of the Montage Palm Desert Project. Grading, excavation, and construction activities have the potential to expose and disturb soils, and surface water runoff could be degraded onsite. In addition,the storage and use of hazardous materials on site, such as paints, solvents, and fuels, could be potential sources of pollutants. However, continued implementation of existing laws and regulations will ensure that hazardous materials and wastes are used, stored, transported, and disposed of appropriately. Implementation of proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. Overall impacts are expected to be less than those previously identified in the EIR due to the reduction in residential density. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.9. HYDROLOGY/WATER QUALITY Summary of Findings in the EIR The City of Palm Desert is located at the southwesterly boundary of the Colorado River Hydrologic Region (HR) in the Whitewater River Hydrologic Unit (HU) and falls under the jurisdiction of the Colorado River Regional Water Quality Control Board (Region 7). Within the Whitewater River Hydrologic Unit, the Project site lies in the Whitewater River watershed. Surface Water The Whitewater River is the principal drainage course in the Coachella Valley; it is typically dry, but flows southeasterly when it carries water. The Whitewater River has a total drainage area of approximately 850 square miles and drains areas as far away as the summit of Mount San Gorgonio and the steep southern and eastern slopes of Mount San Gorgonio. 36 The majority of local surface water is derived from runoff from the San Bernardino and San Jacinto Mountains with lesser amounts from the Santa Rosa Mountains. This runoff either percolates in the streambeds or is captured in mountain-front debris basins where it recharges the groundwater basin. According to the 2010 Coachella Valley Water Management Plan (CVWMP) update, an average of approximately 44,000 acre-feet per year (AFY) of surface water recharges the Whitewater River subbasin. The Coachella Valley Water District (CVWD) and the Riverside County Flood Control and Water Conservation District are responsible for the management of regional drainage within and in the vicinity of Palm Desert, including rivers, major streams and their tributaries, and areas of significant sheet flooding. Groundwater The California Department of Water Resources (DWR) estimated that the subbasins in the Coachella Valley Groundwater Basin contained, in the first 1,000 feet below the ground surface, approximately 39,200,000 acre-feet of water.The City is in the Whitewater River(Indio)subbasin of the Coachella Valley Groundwater Basin where the groundwater supply consists of a combination of natural runoff, inflows from adjacent basins, returns from groundwater, recycled water, and imported water use. The supply is supplemented with artificial recharge with imported State Water Project Exchange and Colorado River water. CVWD provides domestic water services to Palm Desert using wells to extract groundwater from the subbasin. The groundwater basin is jointly managed by CVWD and the Dessert Water Agency (DWA) under the terms of the 1976 Water Management Agreement. DWA and CVWD jointly operate a groundwater replenishment program whereby groundwater pumpers (other than minimal pumpers) pay a per-acre-foot charge that is used to pay the cost of importing water and recharging the aquifer. The EIR found that development that could result from implementation of the General Plan update may create areas of new impervious surface that would no longer serve as locations for infiltration of water to recharge the underlying groundwater basin. At the time the EIR was prepared, the West Valley portion of the Whitewater River subbasin was in a state of overdraft, meaning total outflows were greater that total inflows. The annual water balance in the West Valley of the Whitewater River subbasin for the year 2013 was- 62,676-acre feet. The 2010 CVWMP update outlines a plan to address long-term overdraft in the Coachella Valley. Flood Hazards and Stormwater Runoff Stormwater flows and flash flood runoff from the Indio Hills and the foothills of the San Jacinto and San Bernardino Mountains generate flooding hazards in the City. The majority of the northern portion of the City, north of 1-10, is located within the 100- or 500-year flood zone. The Project site is not located within the 100- or 500-year flood zone.' Palm Desert General Plan,City of Palm Desert, 2016—Figure 8.4. 37 The National Pollutant Discharge Elimination System (NPDES) mandates that plans and programs for stormwater management be developed, adopted, and implemented to assure that municipalities "effectively prohibit non-stormwater discharge into storm drains, and requires controls to reduce the discharge of pollutants from stormwater systems to waters of the United States to the maximum extent possible." The City of Palm Desert is a co-permittee with the County of Riverside, CVWD, Riverside County Flood Control and Water Conservation District, and municipalities in the Whitewater River subbasin for NPDES management. The Palm Desert Public Works Department manages the City's NPDES program. The EIR determined that adoption and implementation of the General Plan Update would increase the amount of impervious surface area, thereby increasing the total volume and peak discharge rate of stormwater runoff and associated pollutants Water Quality Groundwater quality in the Coachella Valley varies with depth, proximity to faults and recharge basins, presence of surface contaminants, and other hydrogeological or human factors. CVWD conducts water quality monitoring in accordance with federal and state drinking water requirements and analyzes water samples for more than 100 regulated and unregulated substances. The CVWD 2010 Water Management Plan identifies current and emerging groundwater quality issue, including salinity, arsenic, perchlorate, chromium-6, uranium, nitrate, carcinogens, and endocrine-disrupting compounds. Summary of Impacts The EIR determined that adoption and implementation of the General Plan Update would increase the amount of impervious surface area and result in an increased demand for water supply. Prior to construction of any project, a risk assessment is required to be submitted to the Colorado River Basin Regional Water Quality Control Board (RWQCB) to determine the project's risk level and associated water quality control requirements. These requirements will, at a minimum, include the preparation and implementation of a stormwater pollution prevention plan (SWPPP) identifying specific BMPs to be implemented and maintained in order to comply with the applicable narrative effluent standards. In addition, a project-specific water quality management plan (WQMP), in compliance with the Areawide Urban Runoff Management Program, would be required. At General Plan buildout, the amount and type of runoff generated by land uses in the City may be greater than that under pre-development existing conditions due to increases in impervious surfaces. To reduce urban runoff impacts associated with potential pollutants, the General Plan update contains policies with requirements that address surface water quality impacts. For example, the City requires on-site stormwater retention and infiltration to improve stormwater quality and reduce flows into the storm drain system. Furthermore, the City of Palm Desert Municipal Code Chapter 24.20 establishes requirements for stormwater and non-stormwater quality discharge and control by prohibiting discharges of pollutants or waters containing pollutants that cause or contribute to a violation of applicable water quality standards. 38 The General Plan update also includes policies and implementation actions designed to maintain and enhance groundwater recharge occurring in the planning area. In addition, Senate Bill 610 requires the preparation of a Water Supply Assessment (WSA) for large developments (e.g., for projects of 500 or more residential units; 500,000 square feet of retail commercial space; or 250,000 square feet of office commercial space). These assessments address whether adequate existing or projected water supplies are available to serve proposed projects. Compliance with regulations and the General Plan policies would minimize potential impacts to local hydrology and water quality. The EIR found impacts to be less than significant with no mitigation measures. Analysis of the Proposed Project Development of the proposed Project could result in a maximum of 920 residential units under existing condition, or 184 residential units under the proposed amendment. Buildout of the project site under existing conditions has the potential to exceed 500 residential units, which would trigger the need for a WSA. Under the GPA, no more than 184 units could be constructed, and a concurrent reduction in water use would be expected. The Project would further reduce water use, by reducing the units further. Please see Section 3.14 for a discussion of water demand. Implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. Development of the site would increase the amount of impervious surfaces in the City under both buildout scenarios. The Project will be required to comply with all City regulations, and control the 100-year storm on-site. The Project will also be required to prepare SWPPP and WQMP documents to prevent surface and ground water pollution. The proposed Project is not considered a large development and will not be required to prepare a WSA. Buildout of the site is required to comply with local and state regulations, and policies set forth in the General Plan update that pertain to the protection of local hydrology and water quality. Overall impacts are expected to be similar to those previously identified in the EIR. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.10. LAND USE/PLANNING Summary of Findings in the EIR Predominant land uses within the City and planning area include residential, commercial, industrial, institutional, and open space. 39 Regional and community commercial uses in Palm Desert are primarily concentrated along Highway 111 and 1-10, while the City's industrial and business park uses are located along the I- 10 corridor and along Cook Street between Hovley Lane and the Whitewater Storm Channel.The majority of remaining vacant land with development potential in the City is located between the 1-10 and Frank Sinatra, also known as the University Park Planning Area. The EIR determined that low-density residential uses account for 50 percent of the land area in the City and are distributed throughout. Medium and High Density uses are generally concentrated along the city's main thoroughfares, including Highway 111, Washington St., Country Club Dr. or in the University Park area, north of Frank Sinatra Dr. From 2000 to 2014, the City grew from a community of 28,021 housing units to 37,645 housing units, adding 9,624 housing units, or an average of 688 housing units per year. At the time the EIR was prepared, the City was experiencing a shift in housing construction patterns resulting in larger numbers of multi-family housing units and mobile homes. To ensure connectivity between land uses, the General Plan update emphasizes both vehicular connections and non-motorized transportation options to increase the mobility of residents. All new development projects or redevelopment projects are required to provide connections from the site to the external pedestrian network, and discourages physical barriers to walking and bicycling between and within neighborhood centers. The General Plan update includes policies and provisions that directly address land use connectivity, compatibility, and encroachment of new development on existing neighborhoods and land uses. Once adopted, the General Plan update would trigger the City to update the Municipal Code, Zoning Map, and other regulations to be consistent with the new General Plan land use designations. The City also coordinates with neighboring jurisdictions and agencies to address cross-border and regional issues. In addition, all development within the City is required to comply with the requirements of the CVMSHCP and thus ensuring consistency with the Plan. The EIR determined that adoption and implementation of the General Plan update would increase the number of housing units, nonresidential square footage, and the population in Palm Desert. However, these changes would be consistent with existing local and regional planning documents in addition to anticipated local and regional growth. Overall,the EIR determined that the General Plan update would have a less than significant impact to land use or land use planning. Analysis of the Proposed Project The proposed General Plan amendment will remove non-residential development options from the 23± acre site and limit the land uses to low- to moderate-density residential. The General Plan amendment is generally consistent with the previously approved designation, albeit at a lower density, and will better complement the neighboring residential developments occurring to the north and south in density and in character. Development of the proposed Project will be in accordance with the requirements of the General Plan, City Development Code, and other applicable regulations, including payment of the CVMSHCP development impact fee and the 40 implementation of its standards. The Project includes internal pedestrian connections, and provides for a connection to existing pedestrian access on the neighboring Shepherd Lane, to provide neighborhood connectivity and allow walking on local roads, rather than major streets. Implementation of proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. Overall impacts are expected to be similar to those previously identified in the EIR.Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.11. MINERAL RESOURCES Summary of Findings in the EIR The State Geologist developed the California Mineral Land Classification System, which identifies Mineral Resources Zones (MRZs)for mapping and reporting purposes per the Surface Mining and Reclamation Act (SMARA). The City of Palm Desert is located in an MRZ-3 zone, which is a classification indicating the area has known mineral deposits that may qualify as mineral resources (MRZ-3a), or the area may have inferred deposits which may qualify as mineral resources (MRZ-3b). At the time the EIR was prepared, mapping of the planning area was insufficient in distinguishing between MRZ-3a and MRZ-3b. Mining has not historically occurred within the planning area, thus the EIR determined that mineral resources are present, but the significance of the resource is considered speculative. There are no active mining sites in the City, nor are there future mining sites designated in the General Plan. Existing policies regulate the location and buffering of mining activities and are based on an evaluation of noise, aesthetics, drainage, operating conditions, biological resources,topography, lighting,traffic, operating hours, and air quality.The EIR determined that the General Plan update would not result in the direct or indirect loss of availability of a known or locally important mineral resource because of urbanization in the MRZ-3 area. Analysis of the Proposed Project The proposed residential land use designation for the site is similar to the approved land use in the General Plan update. The Project does not propose mining activities and there are no mining land uses or activities in the vicinity. The development of the site will be in accordance with the requirements of the General Plan, City Development Code, and other applicable regulations. Implementation of proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. Overall impacts are expected to the same those previously identified in the EIR. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 41 3.12. NOISE Summary of Findings in the EIR Traffic noise is the predominant noise source in the City according to the EIR. The three major roadways that experienced the most traffic at the time of the EIR were Washington Street (over 40,000 vehicles per day) Monterey Avenue (over 40,000 vehicles per day), and Fred Waring Drive (over 30,000 vehicles per day). Another substantial source of traffic noise is the 1-10 which experiences high levels of truck traffic accounting for approximately 28%of the total daily traffic. Land uses that are sensitive to noise include, but are not limited to, residences, schools, libraries, churches, hospitals and nursing homes, and destination resort areas. Least sensitive to noise are heavy commercial and industrial uses, transportation, communication and utility land uses. Airport Noise The Bermuda Dunes Airport is located 1.75 miles east of the City limits and the Palm Springs International Airport is located approximately 7 miles northwest. These airports generate noise due to air traffic and medical evacuation flights traversing to and from Desert Regional Medical Center. Train Noise The Union Pacific Railroad lines are located immediately south of and parallel to 1-10, which also generates substantial noise levels in the area. At the time of the EIR, the railroad was operating up to 16 daytime trains daily (6am-6pm) and 14 nighttime trains (6pm-6am). Although intrusive, train noise only occurs periodically and with limited duration. Construction, Stationary, and Operational Noise Sources The most common source of stationary and operational noise is industrial facilities, especially those with loading and materials transfer areas, outdoor materials warehousing operations and other acoustically unscreened operations. Industrial facilities with operations that generate substantial noise are controlled by federal and state employee health and safety regulations, but noise levels that extend beyond the facility's property line may exceed locally acceptable standards. Summary of Impacts The EIR determined that noise impacts resulting from adoption and implementation of the General Plan update would be less than significant with mitigation incorporated for construction noise. The City of Palm Desert has developed exterior land use compatibility standards that rate compatibility using the terms normally acceptable, possibly acceptable, and normally unacceptable, and also provide standards for interior acceptable noise levels. These standards also establish maximum interior noise levels for new residential development, requiring that sufficient insulation be provided to reduce interior ambient noise levels to 45 dBA CNEL/Ldn. 42 Noise standards and ambient noise thresholds would be applied on a case-by-case basis according to location, development type, and associated noise sources. These standards are intended to protect noise-sensitive land uses adjacent to stational noise sources. Construction noise from development and redevelopment projects would be short term and exempt during the hours of 7:00 a.m.to 5:30 p.m. weekdays and 8:00 a.m. to 5:00 p.m. Saturdays. The General Plan Noise Element includes policies to limit exposure of noise sensitive land uses to excessive noise levels from point sources, including construction activities. In addition,future development projects are required to conduct project-level noise analysis. Analysis of the Proposed Project The proposed GPA would result in a lower intensity of development, and associated reduction in stationary and mobile noise sources, insofar as less stationary equipment, such as HVAC units, and fewer trips would occur. As a result, impacts associated with long term noise would be reduced with implementation of the GPA, and further reduced with implementation of the Project. Construction noise would be expected to be similar under both land use designations, insofar as both will result in construction of the entire site. Because of the intensity of development associated with the current land use designation, construction activities would likely continue for a longer period, however. The proposed Project will result in the development of the Montage Palm Desert Project and will therefore be required to conduct a project-level noise analysis in conjunction with the preparation of building plans. Construction activities associated with build out of the proposed Project would be required to comply with mitigation measure NO1-1 of the EIR, which sets forth best management practices for construction activities; the City's allowable construction hours, and would also be temporary in nature. Since temporary construction noise is exempt from the City's noise ordinance requirements, construction-related noise would result in less than significant noise impacts. The same mitigation measures provided in the EIR would be required for development of the Project to ensure that the noise impacts associated with construction activities would be reduced to the maximum extent feasible. Therefore, construction-related noise due to the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact previously analyzed in the EIR. Post-construction activities would be limited to residential operations and activities that would not be expected to generate long-term or excessive groundborne noise or vibration. Operational noise under the proposed Project is expected to be less than significant and less than that of future buildout of the site under existing conditions due to reduced density and traffic to and from the site. Long-term operations would not result in any new impacts or increase the severity of a previously identified significant impacts as previously analyzed in the EIR. The site is currently surrounded by residential developments and vacant lands. The site in not located in proximity to a private air strip and is outside of the Bermuda Dunes Airport's 60-dBA noise contour. There are no sources of excessive noise in the immediate Project vicinity that would impact future residents. The most predominant noise sources in relation to the Project 43 site are traffic noise from Portola Avenue, 1-10, and Union Pacific Railroad, for which the site is located within the existing and future 60 dBA contour. Portola Avenue is immediately east of the site and the 1-10 and Railroad are approximately 0.6 miles north east. According to the EIR Table 4.12-1 Maximum Allowable Noise Exposure — Land Use Compatibility, normally unacceptable exterior noise levels for single-family residential land uses is 71 dBA and higher. The EIR further determined that noise levels (unmitigated) on Portola Avenue north of Frank Sinatra would be 68.0 at 100 feet from centerline, which is below the standard (EIR Table 4.12-4). Furthermore, the construction of walls along the Portola frontage will provide an added reduction in noise levels (up to 12 dBA) and assure that noise levels in private yards will be well below the City's standard. Overall, build out of the proposed Project will result in impacts that are lower than what was analyzed for the General Plan update EIR, and with the implementation of General Plan policies and EIR mitigation measures, will remain less than significant. 3.13. POPULATION, EMPLOYMENT, AND HOUSING Summary of Findings in the EIR Demographic Profile According to the EIR,the City's 2015 population was 49,335, making Palm Desert the third largest city in the Coachella Valley and the twelfth largest city in Riverside County, accounting for 2.2 percent of the county's total population. Between 2000 and 2014, the annual population growth in Palm Desert was 662 persons per year, representing a 22.5 percent level of growth. Housing Characteristics The EIR determined there were approximately 38,167 housing units in Palm Desert in 2016, the majority of which are detached single-family dwellings. At the time the EIR was prepared, the City was experiencing a shift in housing construction patterns resulting in larger numbers of multi-family housing units and mobile homes. The average household size in 2016 was 2.16 persons, which was smaller than in Riverside County as a whole (3.24 persons) Approximately 40 percent of housing units in Palm Desert were vacant in 2016 compared to 13.9 percent countywide. Vacancy rates below 5 percent indicate a housing shortage in a community, making Palm Desert's higher than normal vacancy rate seem to indicate either an oversupply of housing or seasonal 'second' homes that are vacant for much of the year. Employment According to the EIR, there were 15,977 residents of Palm Desert in the labor force, while the city's businesses employed a total of 25,630 people. Of employed residents,the largest age group is 30-54 (53 percent), while those over 55 or under 29 each made up approximately one-quarter of the employed residents. The largest segment of employees earned between $1,251 and $3,333 per month (44 percent),followed by less than $1,250(31 percent) and those earning more than $3,333 (25 percent) 44 lobs/Housing Balance A small number of people both live and work in the city (3,233), while the majority of employees commute in from other communities (87 percent), and the majority of residents commute to communities outside of Palm Desert for work (80 percent). Summary of Impacts The purpose of the General Plan update is to guide future development and redevelopment in the City in a manner that would not substantially increase population growth either directly or indirectly. According to the Southern California Association of Governments (SCAG) the City's projected 2040 population is predicted to be 61,700 residents. The EIR determined that the proposed General Plan land use concept would result in a population growth (61,691) consistent with, and nearly identical to that projected by the Southern California Association of Governments (SCAG). Planning for the SCAG estimated rate of growth ensures that the General Plan will accommodate development and ensure the availability of land to accommodate future conditions. The General Plan update land use map and overall concept was developed to accommodate projected population increases and to take advantage of positive growth opportunities. New development and infill development would not result in displacement of housing or people. The EIR determined that adoption and implementation of the updated General Plan would not result in a substantial increase in population growth since the development potential anticipated by the General Plan would be consistent with the SCAG 2040 forecast for population and employment growth. Overall,the EIR determined that adoption and implementation of the General Plan update would accommodate anticipated growth and that potential impacts to population, employment and housing would be less than significant. Analysis of the Proposed Project Under the proposed Project, residential density for the site is reduced from a maximum of 40 DU/AC to 8 DU/AC for total buildout potential of 920 units and 184 units, respectively. According to 2019 US Census data, the City of Palm Desert has an average of 2.14 persons per household.' Maximum buildout of the site would increase the population by 1,969 persons under current conditions, and 394 under the proposed land use designation. The 1,575-population decrease would bring the City's previous population total from 61,691 to 60,116, which is within SCAG's 2040 and 2045 population forecasts of 61,700 and 64,100, respectively. Implementation of proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. The purposed General Plan amendment would lower the site's residential density, resulting in a reduced population potential compared to existing conditions. The site is vacant and will not displace any existing population or cause a need for additional housing elsewhere. Overall impacts are 8 US Census Bureau QuickFacts for Palm Desert city,California.July 1, 2019 population estimates. 45 expected to be less than those previously identified in the EIR. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.14. PUBLIC SERVICES AND UTILITIES Summary of Findings in the EIR This section addresses the following public services and utilities: • Fire Protection • Police/Law Enforcement • Schools • Parks and Recreation • Library/Other Services • Water Supply • Wastewater • Solid Waste Fire Protection The City of Palm Desert contracts with Riverside County Fire Department (RCFD) for fire protection services. RCFD is one of the largest regional fire service organizations in the State of California. At the time of the EIR, there were three fire stations within the City limits including Station No. 33, No. 67, and Station No. 71. Additional fire support is available, when necessary, from Station No. 55 in Indian Wells and from Stations No. 50 and No. 69 in Rancho Mirage. RCFD services also include regional communications and dispatch.The department serves around 1,360,000 residents in an area spanning 7,200 square miles. In 2013, the RCFD responded to 133,536 total incidents, with 8,172 calls for service in Palm Desert. The average en-route-to-on- scene response time was 3.6 minutes, with 86.2 percent of call response under 5 minutes. The Insurance Services Office (ISO) property class rating for the RCFD fire stations in Palm Desert had an ISO Class 3 rating, with Class 1 being the best level of service (and lowest fire insurance premium cost) and Class 10 representing no service at all. Adoption and implementation of the General Plan would naturally increase population and number of structures in the City, thus increasing the need for fire protection services. The EIR determined that the policies and actions set forth in the General Plan update would require the City to continue to review fire protection facility and staffing needs and provide appropriate adequate funding to meet those needs, and therefore impacts were considered less than significant. 46 Low Enforcement Services The City of Palm Desert Police Department (PDPD) is served under contract by the Riverside County Sheriff's Department (RCSD) for police protection services. PDPD provides several law enforcement services, such as general community policing, K-9 officers, Special Enforcement Teams (SET), Business District Team (BDT), Burglary Suppression Unit, and school resource officers. According to the EIR, the department operated with 81 staff members: 36 sworn patrol staff, approximately 29 personnel dedicated to special teams, and 16 contract support staff. Based on the City's 2016 population of 49,335 (per the California Department of Finance), Palm Desert had an officer-to-population ratio of 1.4 sworn officers per 1,000 residents. The Patrol Division responds to all calls for police placed through the 911 system or nonemergency telephones. At the time of the EIR,the City was divided into five service or "beat" areas: 30 Beat covered the business corridor along Highway 111; 32 Beat covered the southern portion of the City; 34 Beat covered the portion of the City east of Cook Street and south of Country Club Drive; 36 Beat covered the western portion of the City west of Cook Street and south of Country Club Drive; and 38 Beat covered the portion of the City north of Country Club Drive. The Project site is covered by 38 Beat. The PDPD Traffic Division is a contract law enforcement division responsible for investigating traffic collisions and conducting traffic enforcement and education programs throughout the City. The Traffic Division included eight motorcycle enforcement program officers, one commercial vehicle enforcement officer to investigate overweight, unsafe, or improper loads on commercial vehicles, and one community services officer. Adoption and implementation of the General Plan would naturally increase population in the City, thus increasing the demand for police protection services, resulting in the need for additional and/or expanded police protection facilities. The EIR determined that the policies and actions set forth in the General Plan update would require the City to continue to provide funding and adequate staffing, facilities, equipment, and technology to meet existing and projected service demands and response times, and therefore impacts were considered less than significant. Schools Public education services and facilities are provided to Palm Desert by the Desert Sands Unified School District (DSUSD) and the Palm Springs Unified School District (PSUSD). The DSUSD operates four elementary schools, one middle school, and one high school in the City.The PSUSD provides education services to areas in the far north and south of the city and 5OL Areas of the city north of Frank Sinatra drive are located within the PSUSD territory. Public schools are supplemented by numerous private schools that provide early education to children of residents. In addition, Palm Desert is home to four colleges and universities that provide a variety of vocational and advanced education opportunities. 47 Adoption and implementation of the General Plan would naturally increase population in the City, resulting in the need for additional and/or expanded school facilities. The EIR determined that existing laws and regulations would require funding for the provision or expansion of new school facilities to offset impacts from new residential or commercial/industrial development, and therefore impacts were considered less than significant. Parks and Recreation The City of Palm Desert has a total of 163 acres of park lands, 23,060 acres of open space, and 6,834 acres of golf courses. the EIR determined that the City had an average of 3.23 acres of parkland per 1,000 residents in 2014. The previous goals and standards for parkland identified in the 2004 General Plan were 0.25 acres per 1,000 residents for mini parks, 1 acre per 1,000 residents for neighborhood parks, and 5 acres per 1,000 residents for community parks. There are several large open space preserves within and around Palm Desert, including the Living Desert, Coachella Valley Preserve, Fox Canyon, and the Santa Rosa and San Jacinto Mountains National Park. There are also four main hiking trails located within (or partially within) the City boundaries, including the Art Smith Trail,the Hopalong Cassidy Trail,the Randall Henderson Trial, and the Herb Jeffries Trail, all of which are located in the Santa Rosa Mountains. Adoption and implementation of the General Plan would naturally increase population in the City, which would increase demand for parks and recreation services, resulting in the need for additional and/or expanded parks and recreation facilities. The EIR determined that policies and implementation actions in the General Plan update would require the provision of new parks and recreation facilities and ongoing parkland maintenance to prevent deterioration, and therefore impacts were considered less than significant. Library Services Libraries are considered a non-City service that experience increased demands as a result of increased population. The EIR determined that implementation of General Plan update policies would direct the provision of adequate facilities, staffing, equipment, technology, and funding to meet existing and projected library service needs as demands grow with the increase in population. Therefore, with implementation of the General Plan policies, this impact would be less than significant. Water Supply and Service The Coachella Valley Water District (CVWD) provides services to the City. The City's water demand is supplied by several sources, including groundwater, surface water from local streams, imported water either from the State Water Project (SWP) or from the Colorado River via the Coachella Canal, and recycled water. All drinking, or domestic water, comes from groundwater, while water for irrigation comes primarily from recycled wastewater and the Colorado River. In Palm Desert, CVWD maintains 32 active domestic wells, 13 domestic water reservoirs, and 19 domestic water booster stations. 48 From June 2013 to May 2014, Palm Desert customers used 28,899 acre-feet of water, with a daily average consumption of 25.8 million gallons per day(mgd). CVWD factors in future land uses and growth forecasts when projecting future water demands. In 2011, CVWD estimated that total water demand in 2045 could range from 793,600 acre-feet per year (AFY) to 971,500 AFY with a mid-range planning value of 885,400 AFY. The EIR determined that using the City's annual water demand of 0.57 acre-feet per person (annual demand divided by current population), would result in a total demand of approximately 44,908 AFY for Palm Desert in 2045. According to the CVWD's Urban Water Management Plan (2011),the district had a baseline water demand rate of 482 gallons per capita per day (gpcd). Water demand was estimated based on the current and future projected population and CVWD current and future service area population. The EIR determined that the proposed General Plan's projected increase in population by 2035 would result in a 7 percent decrease of the forecast population for the entire CVWD service area. Based on the baseline water demand rate of 482 gallons per capita (CVWD's Urban Water Management Plan, 2011), and compliance with water supply and efficiency measures and ordinances in the Municipal Code, future growth anticipated in 2035 under the proposed General Plan would result in an increased demand of 4.9 million gallons per day(mgd). Adoption and implementation of the General Plan would increase population in the City, which would increase the water demand. The EIR determined that the increased population growth projected from implementation of the General Plan update would be less than that anticipated by the urban water management plans of water suppliers, and no new entitlements would be needed. In addition, the City's pre-application review procedure and development review process will determine the availability of water and sewer service and be confirmed by the Coachella Valley Water District prior to the approval of any future development. Therefore, the EIR determined impacts were considered less than significant. Wastewater The Coachella Valley Water District (CVWD) provides wastewater services to the City and maintains five sewer lift stations within the City boundaries. Effluent from the City is conveyed through sewer trunk lines(ranging from 4 to 24 inches)to CVWD's Cook Street water reclamation plant (WRP 10), which has a capacity of 18 mgd. CVWD operates six water reclamation plants (WRPs) in the valley. Recycled water from two of these facilities (WRP 9 and WRP 10) has been used for golf course and greenbelt irrigation in the Palm Desert area, thereby reducing demand on the groundwater basin. However, non-potable water demand typically exceeds available water supplies. The EIR determined that the General Plan update buildout population is projected to increase to 61,690 residents in 31,401 units. This is an increase of 11,905 residents and 8,049 units over the population estimates at the time. Using a wastewater generation rate of 230 gallons per day per capita, future growth anticipated under the proposed General Plan update would result in an increased demand for wastewater treatment by approximately 2,738,150 million gallons per day. This represent an approximately 12 percent increase in use for both WRP 7 and WRP 10, which have a combined capacity of 23.0 mgd. The EIR determined this increase is not considered a substantial increase in demand and would not exceed the capacity of the existing treatment plants. 49 Actual expansion of any facilities would be subject to project-level environmental review. The site-specific environmental impacts associated with the wastewater infrastructure improvements needed to serve new development would be determined through project-level CEQA analysis at such time as they are proposed for development and their design and alignment were known. Adoption and implementation of the General Plan would increase population in the City, which would increase the water demand and amount of wastewater treated by CVWD. The EIR determined that policies would require development projects to pay for their share of new sewer infrastructure or improvements necessitated by that development. Additionally, the anticipated increase in wastewater generated would not exceed the capacity of the existing treatment plants or result in the need for the construction or expansion of water or wastewater treatment facilities. Overall, impacts from implementation of the General Plan update would result in less than significant impacts. Solid Waste Solid waste disposal services in Palm Desert are provided by Burrtec, which hauls waste to the Edom Hill Transfer Station in Cathedral City where it is then transported to Lambs Canyon in Beaumont. Using Riverside County's factor of 0.41 tons per dwelling unit, the General Plan update would generate an additional 12,874.41 tons of waste (31,401 du x 0.41 tons per du = 12,874.41 tons). The EIR determined that there is adequate capacity in the landfills receiving waste generated in Palm Desert to accommodate these additional needs. Therefore, impacts would be less than significant. Analysis of the Proposed Project The proposed GPA would result in a reduction in potential dwelling units from 920 to 184. This change will also result in a corresponding reduction in population. These reductions will also reduce demand from fire and police services,since fewer incidents would occur due to reductions in density. Similarly, demand for domestic water and sanitary sewer services would be reduced from those considered in the EIR, and concurrent reductions in impacts to water supplies and wastewater treatment would be expected. Similarly, impacts associated with libraries, schools and solid waste would be reduced with implementation of the GPA, due to reductions in units and population requiring these services. The proposed Project, which represents a further reduction in density, would further reduce these impacts, as compared to that analyzed in the General Plan EIR. Water The 2015 Coachella Valley Water District Urban Water Management Plan projected a 2020 per capita water demand rate of 554 gallons per day. Buildout of the GPA has a population potential of 394, which would generate a water demand of 218,276 gallons per day (approx. 245 acre-feet per year (AFY)). Buildout of the site under the current land use designation has a population 50 potential of 1,969, which would generate a demand of 1,090,826 gallons per day (approx. 1,222 AFY). Compared to existing conditions, the GPA would reduce the site's potential water demand by 872,550 gallons per day, or 977 AFY. Project specific water demands for 63 units and 135 residents would further reduce water demand by an additional 143,486 gallons per day, for a total of 74,790 gallons per day (approx. 84 AFY). Wastewater Using the wastewater generation rate of 230 gallons per day per capita, buildout of the GPA would generate approximately 90,620 gallons per day, which is 362,250 gallons per day less than buildout of the site under the exiting land use designation (452,870 gallons per day). Project specific wastewater generation for 63 units and 135 residents would further reduce the wastewater generation by an additional 59,570 gallons per day, for a total generation rate of 31,050 gallons per day. Both the buildout of the GPA and the proposed Project will be required to comply with General Plan policies, and regulations associated with CVWD water and wastewater use, solid waste disposal, and school mitigation fees. These standards and conditions will serve to further reduce impacts, when compared to those analyzed in the EIR. Summary of Impacts Implementation of proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. Overall, impacts are expected to be less than those previously identified in the EIR due to the reduction in residential density and project population, thus a reduction in the projected public services demands previously analyzed in the EIR. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 3.15. TRANSPORTATION Summary of Findings in the EIR The transportation system within Palm Desert includes a mix of roadway systems, bicycle systems, golf cart facilities, and public transit providing both local and regional services. Roadway Network Regional connectivity to the City is provided by Interstate 10, Highway 111, and State Route 74. The General Plan Mobility Element identifies nine different roadway types in the City and are classified according to their functional capacity and other characteristics, such as cross-section, bicycle and pedestrian facilities, and speed management mechanisms. Roadway classifications include Enhanced Arterial, Vehicular-Oriented Arterial, Balanced Arterial, Enhanced Secondary Roadway, Secondary Street, Downtown Collector, and Collector Street. El Paseo, a key commercial corridor that prioritizes property access and a high level of pedestrian amenities, is assigned its own classification. 51 Level of Service (LOS) is a qualitative measure used to define the performance of a roadway system. The desired and optimal level of service for intersections and roadway segments within the City is LOS C; however, LOS D is considered the generally acceptable service level. At the time the EIR was drafted, the segment of Portola Avenue adjacent to the Project site was carrying a volume of 9,583 and operating at a LOS C or better. Transit The SunLine Transit Agency provides transit service in Palm Desert, including a demand- responsive paratransit service. Six SunLine bus routes serve the City of Palm Desert: 20, 21, 32, 54, 70, 111, and Commuter Link 220. Service headways range from 20 minutes to 60 minutes during the weekdays. Less frequent service is provided on nights and weekends. Qualifying residents can utilize the SunLine Transit Agency's SunDial service, which is a curb-to-curb paratransit service serving Coachella Valley residents unable to use regular bus service. There are no transit stops within a one-mile radius of the Project Site. Bicycle and Golf Cart Facilities Bicycle and golf cart facilities consist of separated paths (Class 1), striped lanes (Class II), shared roadways (Class III), and shared sidewalks (Class S). Class I separated paths are generally planned away from the roadway where cross flows with motor traffic are minimal. Class II striped lanes are planned along Highway 74, major arterials, and connector streets in the vicinity of Highway 111. Class III shared roadways are planned on El Paseo, Shadow Mountain Drive, Town Center Way, San Gorgonio Way, De Anza Way, and other roads. When the EIR was prepared, there were no bicycle or golf cart facilities along the stretch of Portola Avenue adjacent to the Project site. Pedestrian Environment Connections between roadways and transit facilities are provided through a network of sidewalks and crosswalks. The EIR indicated that while there are effective pedestrian networks in the commercial shopping centers in the City's core, but that there are areas the City where the pedestrian network design and construction has been inconsistent, disjointed, and unconnected. At the time the EIR was prepared, sidewalks along the segment of Portola Avenue in proximity to the site were disconnected and only present where land was developed. Summary of Impacts The EIR assumed the following increases by General Plan buildout in 2040: +7,365 households +11,927 residents +13,131 employees +1,060 kindergarten through grade 12 enrollment +12,000 college enrollment 52 According to the EIR, adoption and implementation of the General Plan update would degrade peak hour operations from acceptable performance at 2 of 39 intersections and degrade daily level of service from acceptable performance at 1 of 40 roadway segments to operate below the LOS D standard in 2040, resulting in a potentially significant impact. The impacted intersections and roadway are as follows: Intersection: Washington Street and Country Club Drive (LOS E) Intersection: Monterey Avenue & Dinah Shore Drive (LOS E) Roadway Segment: Washington Street north of Country Club (LOS F) For mitigation, the City shall implement Policy 1.7 (System Efficiency) to optimize traffic signals at the intersections identified in the EIR. The City would continue to monitor each intersection and implement mitigation measures when operation reaches unacceptable levels. Implementation of the following mitigation measures would return the intersections and roadway back to acceptable levels of service: Intersection and Roadway Segment: Washington Street and Country Club Drive • Optimize cycle length to 130 seconds, • Provide an additional (fourth) southbound lane between 1-10 eastbound ramps and the Country Club Drive intersection etc. Intersection: Monterey Avenue & Dinah Shore Drive • Optimize cycle length to 130 seconds, • Provide an additional (third) eastbound left turn lane Caltrans Performance Standards The EIR determined that adoption and implementation of the General Plan update would conflict with Caltrans traffic study guidelines by resulting in acceptable performance at the single Caltrans intersection in Palm Desert but contributing to unacceptable performance along six freeway segments. Results of the traffic study showed that all six segments of Interstate 10 forming the northern City boundary are anticipated to perform below the LOS C performance standard by 2040. The EIR determined that in order to mitigate these deficiencies, all six intersection segments would require complete reconstruction of the freeway to include additional travel lanes. This action would require significant right of way acquisition, which is partly constrained by the railroad tracks parallel to Interstate 10. Furthermore, the facilities are not controlled by the City of Palm Desert, and therefore the City could not require, fund, or construct these additional lanes. Therefore, the EIR determined that impacts were significant and unavoidable. 53 Riverside County Congestion Management Program The EIR determined that adoption and implementation of the General Plan update would not conflict with the Riverside County Congestion Management Program (CMP) because all CMP intersections and roadways would maintain the level of service standard (LOS E) at buildout. Impacts were less than significant. Adjacent Jurisdictions' Performance Standards The EIR determined that adoption and implementation of the General Plan update would not conflict with the performance standards of jurisdictions adjacent to Palm Desert because the level of service standards for facilities in adjacent jurisdictions (Rancho Mirage, Indian Wells, La Quinta, and Riverside County) would be maintained. Impacts were less than significant. Air Traffic Patterns The General Plan update does not propose land uses that could cause substantial safety risks for or from air operations. Additionally, no comments regarding land uses were received from the Airport Land Use Commission (ALUC) during the NOP process. Therefore, the EIR determined impacts were less than significant. Emergency Access The EIR determined that implementation of current state and federal regulations (for example, those regulations and standards applicable to roadway design, police protection,fire department access, etc.), combined with Palm Desert General Plan policies, would reduce the potential impacts on emergency preparedness and emergency access in the City. Impacts were less than significant. Public Transit, Bicycle, and Pedestrian Facilities The General Plan update is designed to support the maintenance and expansion of transit, bicycle, and pedestrian facilities consistent with adopted local and regional plans. The EIR determined that implementation of the General Plan Mobility Element's proposed circulation network and policies, impacts to pedestrian, bicycle, and transit facilities would be less than significant. Analysis of the Proposed Project The Montage Palm Desert Project proposes 63 residential units, however the GPA would facilitate a buildout potential of up to 184 units on the 23-acre site. Using the 101h Edition ITE Trip Generation, daily rates of 7.32 trips per multi-family unit and 9.44 trips per single-family unit,the GPA and proposed Project would generate 1,347 and 595 daily trips, respectively. Development of the site under existing conditions has a buildout potential of up to 920 multi-family units, generating 6,735 daily trips. 54 Table 8 Trip General Comparisons BuildoutTrip Rate/DU DU DailyAM Peak PM Peak Total . Existing GP LU 7.32 920 424 516 6,735 GPA Buildout 7.32 184 85 104 1,347 Proposed Project 9.44 63 47 63 595 GPA Variance from Existing -736 -339 -412 -5,388 Proposed Project Variance from Existing -857 -377 -453 -6,140 As shown in the table above, the GPA and proposed Project would significantly reduce daily trips and peak hour trips when compared to existing conditions. The nearest intersection to be impacted by buildout of the General Plan is Monterey Avenue & Dinah Shore Drive (LOS E at buildout), located approximately 1.7 miles north east of the Project site. Due to the site's distance from this intersection and overall reduction in peak hour trips, it is anticipated that the LOS previously projected for the roadways and intersections near the Project site would be improved as compared to the existing conditions analyzed in the EIR. As such, no new traffic impacts beyond those previously disclosed in the EIR would occur as a result of the GPA and proposed Project, and will not require any new mitigation measures. Riverside County Congestion Management Program The EIR determined that adoption and implementation of the General Plan update would not conflict with the Riverside County Congestion Management Program (CMP) because all CMP intersections and roadways would maintain the level of service standard (LOS E) at General Plan buildout. Buildout of the GPA and proposed Project would significantly reduce peak hour and daily trips, thus improving upon local LOS, and therefore will not conflict with the CMP. Transit Currently there are no transit stops within a one-mile radius of the Project site. However, transit services will be expanded as vacant lands in the area develop, including University Park to the east, which will increase the demand for transit as the service population grows. Bicycle and Golf Cart Facilities When the EIR was prepared, there were no bicycle or golf cart facilities along the stretch of Portola Avenue adjacent to the Project site. Since the EIR, bicycle lanes are now available along Portola Avenue for future residents' use. Golf carts are not permitted on Class 3 roadways, including Portola Avenue, however golf carts are permitted along most local roadways and will be permitted within the future residential development. Pedestrian Environment Development of the Project site under any scenario will require improvements along Portola Avenue, which includes the installation of a sidewalk that will connect to the existing, previously disjointed sidewalk segments north and south of the property. Also, sidewalks within the 55 proposed development will extend into the neighborhood along Shepherd Lane to promote neighborhood connectivity. Development of the Project will help improve the previously inconsistent, disjointed, and unconnected pedestrian network in the Project area. Air Traffic Patterns The Project and the GPA do not propose land uses that could cause substantial safety risks for or from air operations. Therefore there will be no impacts. Emergency Access Similar to findings in the EIR, implementation of current state and federal regulations and standards applicable to roadway design, police protection and fire department access, combined with Palm Desert General Plan policies, would reduce the potential Project related impacts on emergency access. Impacts are less than significant. Summary of Impacts Implementation of proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the EIR. Overall impacts are expected to be less than those previously identified in the EIR due to the reduction in residential density and population, thus putting less stress on the transportation network's service levels. Therefore, implementation of the proposed Project and General Plan Land Use Map amendment would not result in any new adverse impacts or increase the severity of previously identified significant impacts in the Certified EIR. 56 APPENDIX A Air Quality and GHG Emissions CalEEMod Outputs (Available for review at City of Palm Desert Planning Department) A MINUTES ARCHITECTURAL REVIEW COMMISSION MARCH 23, 2021 B. PRELIMINARY PLANS 1. CASE NO: GPA/TTM/PP21-0001 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a recommendation to approval of a General Plan Amendment, Tentative Tract Map, and a Precise Plan (GPA/TTM/PP21-0001)for a 63-unit subdivision. APPLICANT AND ADDRESS: GHA Montage P.D., LLC / GHA Communities, 30-875 Date Palm Drive, Suite C-2, Cathedral City, CA 92234 LOCATION: APN's 694-300-001, -002, -005, -014, -015, Intersection of Julie Dr. and Shepard Lane ZONE: PR-20 Deputy Director of Development Services, Eric Ceja, presented the item. The applicant gave a presentation which provided further details of their plans. In response to inquiry by Commissioner Levin, the applicant confirmed the homes will be governed by a Home Owner's Association (HOA) who will continue maintenance of the landscape for the property. Vice Chair Lambell inquired about the size of the trees proposed in the plan and advised the trees used will need to be an appropriate size to withstand the high winds that are experienced in this area. In response, the applicant stated the presence of high winds were considered during the plant selection and they will continue to be mindful of the high winds for the final plant selection. Vice Chair Lambell asked about the brick cap proposed for the perimeter wall, adding that she did not think it was a good option and should consider other alternatives. Applicant advised the brick cap image was provided as an option for the presentation, however, they are still exploring options for the material which will be used to cap the perimeter wall. Commissioner Vuksic complimented the applicant for their landscaping plan. He further commented the homes which have street exposed side elevations should have an enhanced feature. Commissioner Vuksic stated the gable roof for the Spanish "Q" plan one option has a wide span and discouraged building two of this model side by side. Commissioner McAuliffe complimented the design team for the quality of the project. In response to inquiry by Commissioner Levin, Mr. Ceja stated pilasters will be used along the perimeter wall facing Portola Avenue where each property line meets. The applicant requested the Commissions preference for the use of one or two blocks for the pilasters. Commissioner Vuksic commented he preferred the placement of the pilasters at the property line and recommended the use of two blocks so it appears purposefully designed. The applicant agreed noting this will also add some dimensionality. In response to the applicant's inquiry, Commissioner McAuliffe stated keeping the columns flush would be acceptable. Commissioner Vuksic recommended the wall step at the pilaster versus in between pilasters. Applicant agreed with the recommendation and stated they would be mindful of this request. 5 MINUTES ARCHITECTURAL REVIEW COMMISSION MARCH 23, 2021 Commissioner Vuksic expanded on a previous comment adding the gable roof option should not be built where the side elevation is street exposed. Discussion on options to consider that would enhance the side elevation ensued which concluded with the applicants agreement to add an enhancement feature to the side elevation, providing particular attention to Lot 56, and at the request of Vice Chair Lambell, Lot 63 as well. Upon a motion by Commissioner Vuksic, seconded by Commissioner Levin, and a 5-0 vote of the Architectural Review Commission, Case No. GPA/TTM/PP21- 0001 is approved, subject to the following: 1) Consider comments provided by the Commission 2) Plant selection should be durable enough to withstand high winds; 3) Applicant should consider alternative options for the perimeter wall cap; 4) An enhanced feature should be added to homes which have street exposed side elevations; 5) The Spanish "Q" plan one option should not be built side by side; and 6) An enhanced feature should be added to a street exposed side elevation for the Spanish "Q" plan one option, with particular attention to Lots 56 and 63. (AYES: Lambell, Levin, McAuliffe, Van Vliet, and Vuksic; NOES: None; ABSENT; McIntosh). 2. CASE NO: PP 21-0004 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a recommendation to the Planning Commission for approval of PP 21-0004 for a 270-unit apartment project. APPLICANT AND ADDRESS: Pacific West Communities, Inc., 430 East State Street, Suite 100, Eagle, ID 83616 LOCATION: APN 694-310-006, Southwest corner of Gerald Ford Drive and Rembrandt Parkway ZONE: PR-20 Deputy Director of Development Services, Eric Ceja, presented this item. The applicant gave a presentation which provided further details of their plans. Commissioner Levin expressed concern for the lack of parking for the pool amenity noting tenants have no choice but to walk. Applicant advised this was taken into consideration which is why they focused on creating pleasant pedestrian walkways throughout the project and to the amenities on the property. Commissioner Levin advised tenants would most likely use the pool during the summer which provides extreme weather and felt parking spots should be made available for tenants that are housed further from the amenities. Vice Chair Lambell agreed with Commissioner Levin's comments. Mr. Ceja commented the addition of parking in this area could affect the site plan and may impact the landscaping space. Chair Van Vliet asserted the landscaping appeared sparse considering the height of the proposed buildings. Applicant shared the full landscaping plan and advised the Commission the landscaping along Gerald Ford was designed to reflect the landscaping already established in the area and added the remainder of the property is generously landscaped. 6 -, C I T Y 0 H I M 0 1 S I R T 73-5 Io FRED WARING DRIVE PALM DESERT, CALIFORNIA 9226o-2578 TEL: 760 346--o6i i ■ info®cityofpalmdesert.org CITY OF PALM DESERT LEGAL NOTICE CASE NO. GPA21-0001, PP21-0001, TTM 37993, and Addendum to the City's EIR, SCH No. 2015081020 NOTICE OF A PUBLIC HEARING BEFORE THE PALM DESERT PLANNING COMMISSION TO CONSIDER A REQUEST BY GHA MONTAGE P.D., LLC/GHA COMMUNITIES TO RECOMMEND APPROVAL TO THE CITY COUNCIL FOR A GENERAL PLAN AMENDMENT,A PRECISE PLAN Application, AND TENTATIVE TRACT MAP 37993 TO SUBDIVIDE A 23.28 ACRE PARCEL INTO 63 SINGLE-FAMILY RESIDENTIAL LOTS;AND AN ADDENDUM TO THE CITY OF PALM DESERT'S GENERAL PLAN ENVIRONMENTAL IMPACT REPORT (EIR, SCH NO. 2015081020) IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA). The City of Palm Desert (City), in its capacity as the Lead Agency for this project under the California Environmental Quality Act (CEQA), finds that the proposed project is in accordance with the California Environmental Quality Act (CEQA), this Addendum analyzes the proposed General Plan amendment (GPA) and the Project entitlement applications and demonstrates that all potential environmental impacts associated with the proposed Project at buildout would be within the envelop of impacts already evaluated in the approved EIR. Project Location/ Description: Project Location: The Project site consists of 23± acres located at the northwest corner of Portola Avenue and Julie Drive, consisting of five Assessor's Parcels: 694-300-001, -002, -005, -014, and -015 Protect Description: A General Plan Amendment to change the project site's land use designation from Town Center Neighborhood to Conventional Suburban Neighborhood, and TTM 37993 to subdivide 23.28 acres into 63-single-family residential lots. Recommendation: Staff is recommending that the Planning Commission adopt a resolution approving the proposed project, subject to conditions of approval. Public Hearing: The public hearing will be held before the Planning Commission on May 4, 2021, at 6:00 p.m. via Zoom. The hearing will be conducted in accordance with the City's emergency protocols for social distancing. Options for remote participation will be listed on the Posted Agenda for the meeting at: https://www.citVofpalmdesert.org/our-city/committees-and- commissions/planning-commission-information-center. Comment Period: The public comment period for this project is from April 24, 2021, to May 4, 2021. Public Review: The project applications are available for public review Monday through Friday from 8:00 a.m. to 5:00 p.m. by contacting the project planner, Mr. Kevin Swartz. Please submit written comments to the Planning Department. If any group challenges the action in court, the issues raised may be limited to only those issues raised at the public hearing described in this notice or in written correspondence at, or prior to the Planning Commission hearing. All comments and any questions should be directed to: Kevin Swartz, Associate Planner City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260 (760) 346-0611 kswartz@cityofpalmdesert.org PUBLISH: DESERT SUN ERIC CEJA, April 24, 2021 PLANNING COMMISSION SECRETARY MONTAGE PALM DESERT, CALIFORNIA SHEET INDEX PROJECT TEAM ARCHITECTURAL CIVIL A-1 ` LX' PLAN ONE FLOOR PLAN A-36 `Q' PLAN ONE STANDARD FRONT ELEVATIONS SHEET 1 TITLE SHEET, LEGAL DESCRIPTION & NOTES OWNER / DEVELOPER A-2 ` LX' PLAN ONE STANDARD FRONT ELEVATIONS A-37 `Q' PLAN ONE SPANISH RIGHT & LEFT `A' ELEVATIONS SHEET 2 TENTATIVE MAP & PRELIMINARY GRADING GHA COMMUNITIES A-3 ` LX' PLAN ONE SPANISH RIGHT & LEFT `A' ELEVATIONS A-38 `Q' PLAN ONE SPANISH REAR `A' ELEVATION SHEET 3 TENTATIVE MAP & PRELIMINARY GRADING GHA MONTAGE P.D. LLC A-4 ` LX' PLAN ONE SPANISH REAR `A' ELEVATION A-39 `Q' PLAN ONE MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS SHEET 4 PRELIMINARY WATER & SEWER 30875 DATE PALM DRIVE, SUITE C2 A-5 ` LX' PLAN ONE MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS A-40 `Q' PLAN ONE MEDITERRANEAN REAR ' B' ELEVATION SHEET 5 PRELIMINARY GRADING SECTIONS CATHEDRAL CITY, CA 92234 A-6 ` LX' PLAN ONE MEDITERRANEAN REAR ' B' ELEVATION A-41 `Q' PLAN ONE MODERN RIGHT & LEFT ' C ' ELEVATIONS SHEET 6 PRELIMINARY GRADING SECTIONS PH. 760-969- 1400 A-7 ` LX' PLAN ONE MODERN RIGHT & LEFT ' C ' ELEVATIONS A-42 `Q' PLAN ONE MODERN REAR ' C' ELEVATION A-8 ` LX' PLAN ONE MODERN REAR ' C' ELEVATION A-43 `Q' PLAN ONE ENHANCED ELEVATION LANDSCAPE ARCHITECT A-9 ` LX' PLAN ONE ENHANCED ELEVATIONS A-44 `Q' PLAN ONE I OPT CASITA FLOOR PLAN WOODLEY ARCHITECTURAL GROUP, INC. A-10 ` LX' PLAN ONE I OPT CASITA FLOOR PLAN A-45 `Q' PLAN ONE WITH CASITA FRONT ELEVATIONS L-1 COVER SHEET 2943 PULLMAN STREET, SUITE A A-1 1 ` LX' PLAN ONE WITH CASITA FRONT ELEVATIONS A-46 `Q' PLAN ONE I SPANISH I OPT CASITA RIGHT & LEFT `A' ELEVATIONS L-2 OVERALL PLANTING PLAN SANTA ANA, CA 92705 A-12 ` LX' PLAN ONE I SPANISH I OPT CASITA RIGHT & LEFT `A' ELEVATIONS A-47 `Q' PLAN ONE I SPANISH I OPT CASITA REAR `A' ELEVATION L-3 OPEN SPACE RETENTION BASIN A LOT V & OPEN SPACE LOT U PH. 949-553-8919 A-13 ` LX' PLAN ONE I SPANISH I OPT CASITA REAR `A' ELEVATION A-48 `Q' PLAN ONE I MEDITERRANEAN I OPT CASITA RIGHT & LEFT ' B' ELEVATIONS L-4 RETENTION BASIN B LOT W & OPEN SPACE LOT X CONTACT. DEBRA FALESE A-14 ` LX' PLAN ONE I MEDITERRANEAN I OPT CASITA RIGHT & LEFT ' B' ELEVATIONS A-49 `Q' PLAN ONE I MEDITERRANEAN I OPT CASITA REAR ' B' ELEVATION L-5 TREE PLANTING PLAN 1 LANDSCAPE ARCHITECT A-15 ` LX' PLAN ONE I MEDITERRANEAN I OPT CASITA REAR ' B L-6 TREE PLANTING PLAN 2' ELEVATION A-50 `Q' PLAN ONE I MODERN I OPT CASITA RIGHT & LEFT ' C' ELEVATIONS L-7 SHRUB PLANTING PLAN 1 C2 COLLABORATIVE A-16 ` LX' PLAN ONE I MODERN I OPT CASITA RIGHT & LEFT ' C' ELEVATIONS A-51 `Q' PLAN ONE I MODERN I OPT CASTIA REAR ' C' ELEVATION L-8 SHRUB PLANTING PLAN 2 100 AVENIDA MIRAMAR A-17 ` LX' PLAN ONE I MODERN I OPT CASTIA REAR ' C' ELEVATION A-52 `Q' PLAN ONE I ENHANCED ELEVATIONS MASTER PLANT LEGEND SAN CLEMENTE, CA 92672 A-18 ` LX' PLAN ONE I ENHANCED ELEVATIONS A-53 `Q' PLAN TWO FLOOR PLAN L-L-9-9 WALL & FENCE PLAN PH. 949-366-6624 A-19 ` LX' PLAN TWO FLOOR PLAN A-54 `Q' PLAN TWO STANDARD FRONT ELEVATIONS L-1 1 AMENITY & MATERIAL DETAILS CONTACT. JACK HADEN A-20 ` LX' PLAN TWO I OPTIONS FLOOR PLAN A-55 `Q' PLAN TWO I SPANISH RIGHT & LEFT 'Al ELEVATIONS A-21 ` LX' PLAN TWO WITH & W/O CASITA FRONT ELEVATIONS A-56 `Q' PLAN TWO I SPANISH REAR 'Al ELEVATION L-12 LIGHTING PLAN CIVIL ENGINEER A-22 ` LX' PLAN TWO I SPANISH RIGHT & LEFT `A' ELEVATIONS A-57 `Q' PLAN TWO I MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS L-13 LIGHTING DETAILS MDS CONSULTING A-23 ` LX' PLAN TWO I SPANISH REAR `A' ELEVATION A-58 `Q' PLAN TWO I MEDITERRANEAN REAR ' B' ELEVATION 41865 BOARDWALK SUITE 218 ELECTRICAL PALM DESERT, A 1 A-24 ` LX' PLAN TWO I MEDITERRANEAN RIGHT & LEFT ' B' ELEVATIONS A-59 `Q' PLAN TWO I MODERN RIGHT & LEFT ' C' ELEVATIONS B PH. 760-674-5776 A-25 ` LX' PLAN TWO I MEDITERRANEAN REAR ' ' ELEVATION A-60 `Q' PLAN TWO I MODERN REAR ' C' ELEVATION E-1 .0 ELECTRICAL GENERAL NOTES, SHEET INDEX, SINGLE LINE DIAGRAM, CONTACT: CHRIS BERGH A-26 ` LX' PLAN TWO I MODERN RIGHT & LEFT ' C' ELEVATIONS A-61 `Q' PLAN TWO I ENHANCED ELEVATIONS & PANEL SCHEDULE A-27 ` LX' PLAN TWO MODERN REAR ' C' ELEVATION A-62 `Q' PLAN TWO OPT CASITA FLOOR PLAN E-1 . 1 ELECTRICAL LIGHTING FIXTURE SCHEDULE GMEP ENGINEERS A-28 ` LX' PLAN TWO OPT CASITA FLOOR PLAN A-63 `Q' PLAN TWO SPANISH OPT CASITA RIGHT & LEFT `A' ELEVATIONS E-2.0 ELECTRICAL PHOTOMETRIC PLAN (PART A) 26439 RANCHO PARKWAY SOUTH, SUITE 120 A-29 ` LX' PLAN TWO SPANISH OPT CASITA RIGHT & LEFT `A' ELEVATIONS A-64 `Q' PLAN TWO SPANISH OPT CASITA REAR `A' ELEVATION E-2. 1 ELECTRICAL PHOTOMETRIC PLAN (PART B) LAKE FOREST, CALIFORNIA 92630 A-30 ` LX' PLAN TWO SPANISH OPT CASITA REAR 'Al ELEVATION A-65 `Q' PLAN TWO MEDITERRANEAN OPT CASITA RIGHT & LEFT ' B' ELEVATIONS E-2.2 ELECTRICAL PHOTOMETRIC PLAN (PART C) CONTACT: JOSE OBUSAN A-31 ` LX' PLAN TWO MEDITERRANEAN OPT CASITA RIGHT & LEFT ' B' ELEVATIONS A-66 `Q' PLAN TWO MEDITERRANEAN OPT CASITA REAR ' B' ELEVATION E-2.3 ELECTRICAL PHOTOMETRIC PLAN (PART D) A-32 ` LX' PLAN TWO MEDITERRANEAN OPT CASITA REAR ' B' ELEVATION A-67 `Q' PLAN TWO MODERN OPT CASITA RIGHT & LEFT 'Cl ELEVATIONS E-3.0 ELECTRICAL SITE PLAN (PART A) A-33 ` LX' PLAN TWO MODERN OPT CASITA RIGHT & LEFT ' C' ELEVATIONS A-68 `Q' PLAN TWO MODERN OPT CASITA REAR ' C' ELEVATIONS E-3. 1 ELECTRICAL SITE PLAN (PART B) A-34 ` LX' PLAN TWO MODERN OPT CASTIA REAR ' C' ELEVATION A-69 `Q' PLAN TWO ENHANCED ELEVATIONS E-3.2 ELECTRICAL SITE PLAN (PART C) A-35 `Q' PLAN ONE FLOOR PLAN A-70 EXTERIOR COLOR SCHEMES E-3.3 ELECTRICAL SITE PLAN (PART D) •'� E-4.0 ELECTRICAL OUTDOOR T24 FORMS 00— 41865 Boardwalk, . M 0 R S E Suite 218 ■ Palm Desert, CA 92211 0 M M S C H U L T Z Voice: 760-674-5776 C Collaborative PLANNERS ENGINEERS SURVEYORS wood leyarchitecturaig rou pj nc . H AWIE LANDS F CHITECT F E w E O M 55' 55-0'' 8'-0' + — — — — — — — — — — — — — — — — — — — — — - - OPT FR�� DR �, I � ' - COVERED M . � I � I � PATIOci, Co I Q R I M A R Y 19'-3'' x 12'-6' i J EL OI ININO , z BlfD�ROOM '-6'' x 14' " 19' 5'' x 14'-6'' U 0 I O I I I I I I I I I I I I C. ° ° ° ° ° 3 I II I o 0 O I 3 Q I L I I I° ° .• o o GREAT ROOM rL O 7'-3'' x 23'-7'' -0'' CLG12' DRY OF LINEN III ° 0 I I IIIII oOPT li - 0 BARi co HNG EO — — — — o REF •o M I RY ° ° ° OPT SPA BATH PANTRY I ° ° o 00 L Lx tT26 II , I � I � I LINIEN FOYER J - " - BED 4/ z_ OF ICE 12'-3" x 10'-6'' o BEDROOM2 LA NDRY — ' 13'-3'' x 1 1 '-0'' II PORCH p II — L - - JL - - - J O H BEDROOM 3 I"I h I"I COURTYARD 13'-5'' x 1 1 '-1" II II II O7 I I 1 1 I I I11 3- BAY G/ A' RAGE I1, I 1 30'I!8'' x 2V " I 1 I I 1 1 I 1 I I I I I I I I I I 1 I I I 1 I I I 1 I I I 1 I I I I I I I I I I • I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I 1 I I I 1 I 1 I 1 I I I I I I I I I I I I I I I 1 I I I I 1 I 1 I I L - - - - � I I I I 1 I I I I L - - - - - - - - - - J L - - - - - - - - - - J L - - - - - - - - - - J I I -- - - - - - - - - - - - - - - I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I O O I I o I OPTIONAL CASITA I M PLAN NOTES 4 BEDROOMS 4.5 BATHS GREAT ROOM FIRST FLOOR 2631 SQ. FT. 3-BAY GARAGE TOTAL LIVING 2631 SQ. FT. OPT OFFICE • ' � OPT SPA BATH TARGET 2500 SQ. FT. OPT BAR wood ley architectural 04.01 .2021 LX PLAN ONE 2631 SQ , FT . groupInc - MONTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 CALIFORNIACalifornia // 2943 pullman St. suite A PALM DESERT Santa ana, cc 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-1 04.01 .2021 A-2 AIR N ip T.Q. PLATE P1 +I I-Q. WIN. — — I RIGHT ELEVATION 'A' 114- ! r i FOIL I r �"'I f� ti �, w � ,J . . C � ,"� � r-�rt J M "'Si iti f +�i M } .I 1 - /-J 1 4 Y 5 140 I C —_ LEFT ELEVATION 'A' 00 Ir hitectural 04.01 .2021 LX PLAN ONE SPANISHgroupinc TAGE GHA G HA- 002 Colorado // 71 southpark �#r. surte B MONlittleton, co 801 0 1303 683.7231 PALM DESERT.. CALIFORNIAoalifornia /J48pullrr�ar� st. suite # solnta onar CO 9 705 1949 55 ,8919 NQTE- S(a0 ARE FOOTAGE MA,Y VARY BASED ON CALCULATION METHODS � rWSE DRAWINGS ARt4FTfP;bW FOft Onr-N MvELOPMENr AM PRELomN ARY STUM ONLY AND ARE P;Dr SO BE U5_E]FOR ANY CAI FIJO.'AE SutH AS FINAL PiOTI NG Oat R"AL fNC44EERING. COPIMM WCXIOLET ARCH r.CIURA GkOaaP WC.tHBAnRAWINnS MAY WIT 2EU5ED cN?buPUCWED WMlffM 1HE ExPRESi'+4'RI:7EN PEPm5 51ON OP wUCDL�Y W.HNW-rUkAL�RCIUP NC. 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PLATE t _ _♦ f � +3i �_ - r 1 + rs �, kt dr�i1 # � i � � r � ` � ■ � 1 1 � a � � �� � .a� � �, 1 � f i. � I.o- VVIN- - -- 1 - fl RIGHT ELEVATION ' B ' -AN t - -� - ~ �z i-j1 I iL f =� Y�— - - .{ Y ■Ir 't • � • is iT k i I� 4 #- r+T i ♦ � if .rlillf.' rsTr — Y��� 0 tv ' - -*- _ . x� M� _ z- �' 4 -rrTI Em -k- LEFT ELEVATION W 1 /4" V-0" MEDITERRANEAN woo l r architectural 04.01 .2021 LX PLAN ONE MEDITERRANEAN — - - — G HA- 002 colorado 11 731 southpark d! . suite B MONTAGE GHA Iittleton, co 801 0 / 303 83.7 31 PALS DESERT, CALIFORNIA California // 4 pullrr�c�r-� st. suite# sang ona. oa 9 705 J 949 553,8919 NOTE' SO U A R E FOOTAG.E tviAY VARY BASED ON CAtCULATION METHODS � ,"ESE URA WINGS ART 4krM 4nW FOR Mr-N UEYE OPMEq r AW)FI EL hk7 5TU00 04LY AND ARE fibr 40 8E UsW K)k A.NY Os�R MAP-0Sf s�H AS;IdI�PlOtl wG QLe F r,AL bdewEMNG. 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C0PYRX.Fn WO&AEV ARCHITECTURAL GR04P VC THSE DRAW NDS MAY NOT!BE Uikr)OR Q(PUCATED'MMIGUS THE UPRESS Wd?RTBI PERYSSION OF'NOODLEw ARCHR&MRAL GRMP HC- A-6 T.Q. PARAPET z , T,O. PLATE T_0, WIN- i a RIGHT ELEVATION 'Cr 1 14' = 1'- MODERN . I LEFT ELEVATION 'C' 114" = 1' 0' MODERN 10 1� 0 l y 04.01 .2021 architectural LK PLAN ONE MODERN r0 i MONTAGE GHA �H � 00 �olorpdo // 31 so�Ithpar dr. sprite 8 I IttIeton, co 80120 f 0 683.7231 PALM DESERT., CALIFORNIA aiif a ara p llmar st, suite Santa ana, as 9 70 19 9 553. 91 MOTE- SOU/ IRE FOOTAGE MAY VARY BASED ON CALCULATION METHOD$ � THESEORAWINGS ARE NTENDED FOR DESIGN C!EVELOPISBdTANG PRC VA"ARY STUUiES ONLY AND ARE NOT TO BE USED FOR ANY CfTHEI?PURPOSE SUCH AS FNAL 41LOTTV40 OR FNAI.ENGNEER04o. COP MGM WDODLEW ARCH KlftlRAL GROUP NC THESE DRAvoeNC5 thAV NOT 26 USED OR OUPUCAIED%YFFHOUT7¢EXPRESS YvRU1fN PERmISSaaN OF ti++FCOOOLEY ARCHUECIURA'.CACOUP W, A_7 I � I I I I I � 1�4_r2 IM12 114:1: I f 1 �--c€ F — — — — II ENHANCED ELEVATIONS ONLY II i I}g:12 { I ROOF PLAN 'C' REAR ELEVATION 'C' MODERN 1 f4" = V-0" MODERN . Owl 11oo l 04.01 .2021 architectural �� PLAN ONE MODERNroe ire f MONTAGE GHA GH - 2 co�orado �� 71 southpc�r di-_ suits B I i 1"-1'O l 1 r C O 801 0 / 303 683.721 California JJ 2 43 pullmon sl. suite PALM DESERT.. CALIF RNI Santa ana, cc 2705 / 49553.891 NOTE; SQUARE FOOTAGE MAY VARY BASED ON C:ALCULATION METHODS � THESE TSRAW NG5 Al?t NTEf4QM F-M E)F GhN GENE[QPMFhrT AND PREP IMM4ART'$TLICIIE$f7Flf T AM1IQ ARC NOT TO RE I I SETT FQR M nTr4F.R FRjkPt75F ;uC►+A5 FIN AL PI-OfFLN C7R TrNAI EW-,Ihit-PAN r ti 17FTRC hir WDZTX$f AW.14TEL,TWAL [RVLjP VC- TF IESR RRAWINCA ffu j NM K ir$Fr+OR PUPLICATFE1 Wry J1I FT T1 IF EX RFj 5 WRfrRFJ PERW531QN OT WL]QQLFj ARCNLTEG-rLWAj r ROIlP IFIC A-Q T_O. RIDGE { � 4 JI 4 .- 1-4 'r I-V4 I� ! I If t7_f 1 f II I� i, 1 T.Q. PLATE I P � I +� T.O. V'�+IN. L 5 i Q •emu .. - +- -- � .. oa I MINE ir I { +�k f I RIGHT ELEVATION ' � 114" T 1 '- -' SPANISH T, , RIDGE 1 F } 1 .t 11 1 ". t v tL t _tT, ,. rT IT T.O- PLATE= 2141117 .i......1�.�Al . �q _, +{ T.O. +NIN. k 77 I RIGHT ELEVATION I 1 /4" = 1 '-G' MEDITERRANEAN T.Q. PARAPET I 1 r i }.0_ PLATE k " T.Q_ WIN. i a +I { y a s , y RIGHT ELE TI 'C' 1 /4" = I '-G' MODERN woo l ey architectural 4 1 2 21 L� LAN ONE ENHANCED ELEVATIONSgroup, inc0 .0 0 TAGE GHA ��A- � �olaraclo // 731 soutY�par dr. Trite 8 MONlittletan, co 801201 303 83. 231 PALM DESERT, CALIFORNIA calfforn,a // 94 pullr�al� t, sulte Adr santa ara, as 92705 1 949 553,8919 NOTE; SOUARE FOOTAGE MAY VARY BA ED ON CALCULATION MEHODS � THESE C1RAWINCyS ARE WTNDM PC&DESIGN MVE'LCOAURT AND PRIG V_W4ARY S1UrAE5 ONL r AND ME A01 TO M USED F,0R,ANY OTHER PURPO&E SUCH GE Fff4AL TSLOTTWG QR FNA{Err4`WEERIN, fiOPYldnHT W ODLEY ARCmTEC1uRAt C.RU P WC.THESE DRAW;m S AY+aC'T BE U 5ED OR DUPLICATED WflH4U1 TK aMES S,WRrarj P-W&S-ON rYF WOCULEV ARCHRKAAAL CJROuFl INC. A-9 CD 55' o� 55-0" 8'-0' - - - - - - - - - - - - - - - - - - - - - - - - OPT F R�� DR � ' - COVERED 0 I PATIO N , co RIMARY �o 19'-3" x 12'-6" I I CL ININQz BEDIROOM '-6'' x 14' " ° I I � 19' 5'' x 14'-6'' I I LJ o o I I I I I I I I I I 0 I I I ' I I i i DJW p I o I nz I I I ° o III I I I cM 3 w Ilco II I GREAT ROOM II � a-o I I up 0 I I I I I I I I O 7'-3" x 23'_7„ I II II DRY OFF I I 12'-0" CLG I I o0 I I ° I I I I I _ I I I LINEN o OPT 26'_3" HNG - BAR II - - - - R- - - co II EF F— r I r r�jr t�l yl 17 o o O . . O O 0000 ° O 1 I� PANTRY Z I � ° I O � I N L1NIEN FOYER x - � - BED 4/ o — OF ICE 12'_3" x 10'-6" o BEDROOM 2 LA NDRY 13-3' x 1 1 '-0'' p PORCH (91� E(9: �i H oo — BEDR OM 3 n n n 13'-5'' x 11 '-V II II II , O I I I I I I l l l l 11 I 1 I 1 I 1 I 1 I 1 I 1 O I1, 3-BAY-,G)�RAGE II 11 30i!8'' x 23'�Il" 11 REF I lr-�ll 0 FFOJ I I I I I 1 ° I I I 1 I 1 61- " I 1 I 1 I I I 1 I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I 1 1 - I I I I I I STFA L - - - - - - - - - - J L - - - - - - - - - - J L - - - - - - - - - - 15-8" x 1 '-5" - - - - - - - COURTYARD PZ= Fc 0 0 N O PLAN NOTES 4 BEDROOMS + CASITA 5.5 BATHS GREAT ROOM FIRST FLOOR 2941 SQ. FT. 3-BAY GARAGE TOTAL LIVING 2941 SQ. FT. OPT OFFICE OPT SPA BATH OPT BAR wo o d I ey architectural 04.01 .2021 LX PLAN ONE OPT CASITA 2941 SQ . FT . groupInc - G HA-2002 Colorado // 731 southpark dr. suite B MONTAGE GHA Littleton, co 801 20 / 303 683.7231 CALIFORNIACalifornia // 2943 pullman St. suite A PALM DESERT Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A—1 0 04.01 .2021 A-1 1 T,o. RIDGE I 4 3,I L h { 6,�=, -p i" rill I� " j J —tip i �,."' ... , iT , { -i1�� } �` .I *i.r' - -tire `� . " •• .l�-61r + `i I{ '' 1 ,, r- , .r - * 1 . T.O. PL %IF T,o. VAIN- �F I I I I 5 I I co - 1 RIGHT ELE TKO 'At I,r* ram' r--•� � �� - y}� +I I s .� '�+'A+ 1r`A+ . � 's �i *'�� •� � � �4J 'i -il � r� ; �.� I a � � "'�'!5+ •+!� ti �� rt��.,w• I ;••+f I �.� 1 -w. ,5x'�` rt+r�. r-x !" #. ,. fy�+�C 1� + ., �. i I 1 • 1. - _ , q I + 1 - I _ l l 1 ' 1 I �f 1 !' `, " iS , I I' .� N {�I � . a � �} y ;# I { '#� � " y{ lr - # i� ♦ -al „ .1 / 'I r+f ' I � « � + 01, # rrl ♦ .� I ",k ff F } I f I 5 LEFT ELEVATION ' ' 114" = 1 -0' SPANISH woodley architectural 04.01 .2021 L PLAN ONE SPANISH OPT CASITA GHA-2002 oolorado 11 731 southpark dr, suite B MONTAGE GHA Iittleton, co 801 0 / 303 683.7231 PAL DESERT.. CALIFORNIAoalifornia /J943pulIrr�ar� st. s�.,�te ,� # solnta ana, CQ 9 705 1949 553,8919 NOTE' SQUARE FOOTAGE MA,Y VARY BASED ON CALCULATION METHODS � IWSE DRAWINGS ARt 4stff;bW F(A Onr-N 13EYELOPMEN r ANn�WELom N ARY STUM ONLY AND ARE PIDT SO 6�USM FOR ANY 41rEp Fu*P,M E SL't H AS FINAL PSOTTING Oat PT+AL fNC44EERING. COP'Mr-M wOC:GLET ARCHIC CURA,GROUP w1C_Mi�SE ORAWIPtnS MAY WIT IE U5ED M buPLjC ;ED+n MiMT 7HE ExPRESi'+4'RI:"bi PSWS SIGN OP WOODLEY oPCJl t6ClUks.L CkOuP rr-- A-12 I , I I I , I 4:12 i I , I � I I i• I I r r Al — — I it k I ROORINE AT I I ENHANCED — T J ELEVATIONS ya ONLY f. j m I I p }, I I li 4:"q I -- --- 1 — I I I N I L _ _ _ _ _ _ _ _ _ _ _ - - - - - - N � L — — — — - - --J ROOF PLAN 'A' REAR ELEVATION ' ' 18' _ -0' SPANISH 114" = l '-0" SPANISH woodley architectural 04.01 .2021 LXPLAN ONE SPANISH OPT CASITA r0 i n � f AGE GHA HA- 0 colorado J/ 71 scutfiparl� dr. quite B MONTlittloton, co 80120 1 303 33-7 31 califiornia // 4pullr-rt�nst. suit� PALM DESERT.. CALIFORNIA do sonic ana, ca 92705 / 949 5 .81 NOTE; SOUARE FOOTAGE MAY VARY BASE1) ON C ALCULATION METHOD � TKKE pRAWINC 5 ARE 44-TNIDM ADR U)E5W'Aq Clj 4MQPMMT ANr,PRAT P.hW*RI STUDIES OKI Y AND ARC N(7l TO R USELI F)R 4NNY OTHER PUK-Q5 F S UC14 Ai FNAI. PLOTllgC OR FIN AL rQF7RIC,iar W WDL FY AW..Fiffe-{71AAL C ROLJP IN -1-ESE DRA WiN,,S rAAY NOT BR L95ED 4R CnIFXKkTET)WITKQUT THR FoRFM,44wrEn P�Rr &� IOh+OP WQ,-)W UY A*Z�f TLWAL INC' A-13 ° T7 ter* t -tr. :'r -TT ,: t- t rT IT IT p - r# , II - � � - - - _ 7.0. PLATE i - � _ - . Y YT. +I x.O- WIN- - - I -- - — I 71 a3 RIGHT ELEVATION ' ' 1 i4 ' l ;) MEDITERRANEAN ■ -i .�# #o :il s a l � .i _ a ' 1 . .I + 1 a# . + a � 1 , - — _ _fib} � , _ - Al" - _ - -- - = i rT IT I I LEFT ELEVATION T 7/4" 11-04 MEDITERRANEAN wood leer Marchitectural 04.01 .2021 LX PLAN ONE MEDITERRANEAN OPT CASITA GHA- 002 colorado // 731 sauthpark d!. suite B MONTAGE GHA Iittleton, co 80120 / 303 83.7 31 PALS DESERT, CALIFORNIA IA. California // 4 pullrr�c�r-E st. suite sang ona. CO 9 705 J 949 553,8919 NOTE' S0iJARE FOOTAGE +viAY VARY BASED ON CALCULATION METHODS � .*+SSE DRAWINGS AATdh-r.P;n '3 k1R 113-S9GN dEYELZPMEgr AN*)FRELWMAkY STUM ONLY AND ARE P#Jr 4n aUS=Q Ff}k ANY os�a puim-5f Sl.H a-.=i',,:-`-.'rlivr; nAL ENGNEEkING. COP YWk H1 W(X,'_-LEY AkCHIYfC1UkAE CAMP PIG-THESEbkAWIP+GS MAf Wit WuAb CA buPUrW.Lb WiTHM?1HE E1 RRM)rr;?M1EH PEPMZ SIONOF'nOODL�Y ARCHMECTU AL CROUP -NC- A-14 - - - - - - - - - - - - - k � I I I I I I I f I M I I k I M I I k I I k N I M M I I 4'1? i ROOFLINE AT 't # IL 11 . i # 1.. I IENHANCED M I ELEVATION TT _. I I A ONLY Ii � � - Imo_ � � : TIC � I I a:i2 I 4_12 I I I Icz — - --- - — — — — — — — — — 1 I I I ROOF PLAN ' ' REAR ELEVATION ' ' 1 J8" F-'0" MEDITERRANEAN 114" = l '-CY" I EDITERRANEAN • qr OO � I ear I I' I^1i ,1.1i" l t 04.01 .2021 LXt PLAN ONE MEDITERRANEAN OPT CASITA r0 ire GHA-200 calorado // 731 soUthpar dr. suite B MONTAGE GHA little#on. o 80120 / 303 83 7231 callfornicr 294 pullmon st. suite A PALMDESERT,, CALIFORNIA �� slaita c�,a, a 9 705 � �4? 553W19 NOTE, So UARE Fo ()TAC3 E MAY VARY BA$ED ON CALC JLATI()N MFI3C)DS 7FESE DRAWINGS ARErfTNDED FOR DEMN DEVELOPMENT AND FRB1k,W+ARY SSUDES ONLY AND ARE NOT TO BE USM FOR ANY 01HER PURPOSE SLrCH AS FWAL PLOTTING OR PrNAL ENCwEERIMG. COPYMM WOMEY ARCFn1ECTURAL GROUP NC.7HESEDRAWINGS MAY NOS 6E USED OR DLFPUCAIED Wnl4 l THE EKPRESS WJ?FnEN PERm6SICN OF'NOODLEY APCHPECIURAL CROUP CSC. A-15 T.O. PARAPET a 77- T-0. PLATE T.O. WIN. r. +i — — 0 co RIGHT ELEVATION 'C' 1 /4" = 1 '-0" MODERN LEFT ELEVATION 'C' 114" _ V-0" MODERN . Or" wood l l 04.01 .2021 architectural L� FLAB ONE MODERN OPT CASIT� r0is f TAGE GHA G HA� 00 Colorado �� 731 southp�sf dr. suite B MONlittleton, co 80120 J 30 683.7231 caiifornia // 943 pullman sf. suite PALM DESERT, CALIFORNIA Santa ana, ca ?2 70 1 949 3. �1 NOTE. SOUARE FOOTAGE MAY V ARY BASED ON CAL ULADON MMODS � UEE DRAWINGS ARE Y4TEm0 D FOR DESKS r4 DEVBLOPmENT AND PRELIMINARY STUDES CWLY AND ARE NOT TO GE USED FOR ANY OTHER P7IFPOSE SUCH AS FWAiL PLOTTNG OR FwAL ENG^EERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP t'EC.T�Uf DRAWINGS MAY NOT BE USED OR DLFPLCATED'NRHOUT THE E%PRESS ti'+WWN PEQ+. SiC41 OF WOODLEY ARCHRECTURAL GROUP."C. A_1 6 1 1f$, L- — — -- - - - - - - � 1}q:12 1{a;12 1/4,12I __- 1)a;12 I 1141 gw, I ROOFLIWE AT { I ENHAN M —_ _I ELEVATIONS ONLY 1/4,12 I �a-12 I f r ROOF PLAN 'C' REAR ELEV 1TI 'C# I /S" 1 '-G. MODERN 1 J " = 1'-0" MODERN . or, oodley 04.01 .2021 rarchitectural L� PLAN ONE MODERN OPT CASMT� MONTAGE �,H - 2 coll�rado // l 1 southpctrl� dr. suite 8 GHA litf leton, o 0120 / 303 8367231 alla PALM DESERT,, l , 29 pullral st. suEfie sct�taNOTE-SOUARE FOOTAGE MAY VARY BASED DN CALCAATION METHODS � I I-tSE ,FrE#.JTENDEC,FL-*IDES F1N r EVEt QPY*NT Aft D F-W Y.41 Ak T S FUDES ONLY AND ARE N(37 10 BE USEU FOR AN w CJIKR NIPPOSE SI�CH AS Frim N'.-aTTIMC:OR F►JAL E`IGT`:EERiNu 1-)PYR+l;HT'IV rt( JLEY AR(WEC-TURAI C7,RC3uP KC THESE DRAWIMGS MAY P*OT M U9fb eAr C1M ICAIED Wl11-Ii 1UT 1HE E--ALS rr4r EN r� .:SI.:}'a OF WOODLE w,,,RCHI1EC=UkAL r RfA1F vK; A_1 7 T.O. RO E 4 .� , . , s ,f . .I"► 7s *, +riJ ,ram y _ i+ .f f ".�■ , 1 �.�+ _ r 1 # br t r1# ,ilk . �a I + T.Ci. PLA.II� p �`` I E I ~�� I I{ i :� �� 1 `11 •rI ! +1 WIN. i RIGHT ELEVATION 'A' PA W[S H T.O. RIDGE f 'TT�f t f rt 1Ti T f t' Lj.t- . I f . '. - � 7 - - I' ! I fT TT I ��I- v *' f 1 a # rt if T,O, PLATE - �.L ... - 0� i L - - -- � +1 T•O, WIN, RIGHT ELEVATION 'B 1 f _ �'- " EDITERRANEAN T.0- PARAPET T.Q. PLATE T•O, VVIN, +! k {.v C= RIGHT ELEVATION 'C� MODERN w00 l ey 04.01 .2021 LXPLAN ONE OPT CASITA ENHANCED ELEVATIONS r0 , c MONTAGE GHA BHA- 02 Colorado // 71 southpprk dr. suite B Littleton, co 80120 / 303 6>8 .7 31 PALM DESERT, CALIFORNIA californiaff 2943pullmar� st, suite Santa ona, ca 9270 / 949 3.8919 NOTE: SOUARE FOOTAGE MAY VARY BASED ON ALCIJLATICON METHODS � THE F V*AWFNQ�S ARE INTENDED MP OFSIC;N D CLOPMENTAND PR�[MNAkV ATIJ101F CNkY AND ARt-NOT TO P�LgFP FOR ANYQTHFR FURS` L55 SkJ04 A5 FIN AL K07015 QR FW N EM—,INE�WPJG. CCAT'VRK-,Pg wtT lrAFY AR'ZWrEC71KAL rROUR WC TH�SE URAW4NC.5 r,M NOT BEOSpU OR MIPUCATM WM(QLPTTREUPIPLM wRrrt PFRmisSiQN or wC OOPLW'"QirtEClnrw.L CKmIP uC- A-18 r - - - - - - - - - - - - - - - - - - - - - - - - - , OPTIONAL CASITA I I I I I I I I I I I I p I I ' �o I I N I I I I I I I I I I I I I 61 '_6„ I I I I I I � Do 6-0'' , , 61 '-6" 6'-6" I I I I I I I I I - - - - - - - - - - - - - - - - - OPT FR o DR OVERED PRIMARY I PATIOF I 42'-2" 10'-0" SUIT - 16-6" x 1 _7" I I I I I I I I I I I I I I I I o 0 • I DYW I I I • ' oo �� I I I R A T R 0 m 1 1 3 00 0 IININ 17'-0" x 19'-10" �1 1 1 , 3 o I 12'_0" CLG 1 T „I I N o -4 X 19 I I'll p 2'-0" CL 1 1 OII i I I I L � - GII , o O oil DRY OFF o i I EL o KIT CHEN I1 D)\/O L OPT BARREF- - - - - - - - - - - - - - - - - - - - - - � I I r — — n D l o� 40'-0" HNG - --AUN PANTRY i W I FOYER Llty� N BOOK SHELF L ! I 12'-0" CLG _3E D R O M 2 NEEL Q OPT 1 1 11 x 1 '-8" OFFICE/ °R FITNESS ROOM 12 co 1 1 '_9" x 8'-6" CDLo - - - - LINEN PORCH N x BEDROOM O H a �Lk� Li: 0 II I1 ° ° T r7 11 "e-� II I1 I 1 I 1 I 1 I 1 2—,BA,Y GARAGE, o 124'-1" x 25-1" 1 ° I 1 I 1 LU ROOM/ fv ,I , I EDIA 11 11 12' 2" x 17' 10" 1 1 I 1 1 1 1 1 EDROOM4�- ] I 1 I 1 I 1 I 1 I 1 I 1 1 1 1 1 I 1 I 1 L — — — — — — — — — — J L — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — - II RAGE, 1 —BAY G�A _ 1 20'-0" x 1 1 '-9" I I I - - - II O 1 I N I L PLAN NOTES 4 BEDROOMS 3.5 BATHS GREAT ROOM 3-BAY GARAGE OFFICE/FITNESS FIRST FLOOR 2980 SQ. FT. CLUB ROOM/MEDIA OPT OFFICE TOTAL LIVING 2980 SQ. FT. OPT PRIVATE QUARTERS TARGET 2800 SQ. FT. OPT SPA BATH • • • • • • • • Ie)/ tectural 04.01 .2021 LX PLAN TWO 2980 SQ . FT , vrcup Inc- M67NTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B Littleton, co 801 20 / 303 683.7231 PALM DESERT CALIFORNIA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A—1 1 9 I ° I 1 II 11 1 1 jIl 1 �u II 1 S EAT II 0 I u I I ° I 0 0 0 1 38'-2" HNG I OPT SPA BATH Lp L =JJ I I LIVING_ 12'-2" x 9'-1" O 0 0 o 0 I SLEPIN 1 1 '- " x 1 1 '-l" ° r�- ter G- 1 W/D 1 0 0 I I r _ _ I I - OPT PRIVATE QUARTERS wood ley architectural 04.01 .2021 LX P LAN TWO OPTIONSgroup,inc MONTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B littleton, co 801 20 / 303 683.7231 CALIFORNIACalifornia // 2943 pullman St. suite A PALM DESERT Santa ana, ca 92705 / 949 553.8919 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-20 04.01 .2021 A-21 1- . RIDGE I + . 'vn1 f * ♦ i sf t. ell i v-4 y' r-`i �+ ;ti { 7 , "� - # w #', 1 V-i ,s ;�lo # I , I. "ti 1 7 # i J i• 1 1. r' ,lam► 1 ��{ 1 rr '# { { ]9 } f it i' 1 \. .'`ice + ti >L • r 4aJr` } { �� x J� ii 1 ei` 4 4+ ti€ 4 - 4 . { + '�' } ► ♦ ' `*1 � F'1r'` �+ F "j [ w ' +' ♦ I '� ' 1 I --Y T.G. PI �,;� a `i� w rr ► i. .w '+i r- ti J-� T_0 'SIN. I - RIGHT ELEVATION 'A' 1 /4„ _ � ,-0" SPA€ ISH w i . y s a , I; I _ I I 1 I r 40 ad d I ram,-. � � .-ti �. ;� I.���--. �i.: r �* r�.-. , .-.�- r��. I#•�,�-.�, �� �-.-. 1 i i I ' LEFT ELEVATION 'A' 114„ _ l ,-C., SPA IISH oo ley architectural 04.01 .2021 LX LAN TWO SPANISH g MONTAGE GHA GHA- 002 Colorado JJ 71 southpark dr. suite B Iittleton, Co 80120 J 303 683.7231 PALM CALIFORNIA oalifornia // 4 pull rr�an st. spite sonto ana, CCI 9 705 / 949 55 ,8919 NOTE: SQUARE FQQTAG E MA,Y VARY BASED ON CALCULATION METHODS � 1+ESE ORAWINGS ARE94INADED KA d£$IGN OEVELOPMENr ANI]F*.ELmNARY ST tM CNLY AF;Z ARE KOr 10M USED FOR ANY MTR PgJ17?DS.E SLK-H AS Pr4AL P(OrtPiG OJ4 NNAL�NGVKRING. r-40PVRt.H1 WOOOLET ARCroTErtuku GROUP W.MEiIIbRA4AhG-5 mAy wJT 6E uSEO M MAPUCAIED MtH T'HE WRESS wMEN FEPmrAiCN OF WOML�Y ARCH7ECIURAL C4OuP wC A-22 - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I L � I I I I 4:12 k I jr I I I I � I I I I I i — I I / ; I 1 "t-a i J /v f + f1,F 7J`# •`` i� 4% 1 tib;�� �i � *� � # � �.� �`•r-� •.,:1 '�� �,-- — I �. a e I I _ 14 � I.. - � I I j - I a w1w L - -- - -- - - - - - - I - - - - - - - --- I I I REAR ELE ATIO 'A' - - - - - - - - - - - - 1 /4„ = V-0" SPANISH ROOF EL i ' ' 1 /8" = 1 '-1L)" SPANISH oodley # r architectural 04.01 .2021 LX PLAN TKO SPANISH r0is TAGE GHA ' f--�A- colorado JJ 71 southpark� dr. suite B MONlittWon, co 80120 / 303 83.7 31 PALMDESERT, CALIFORNIA caIOorr~;a // 94 gull�,on st. suite A Santa anar CCI9270 / 949 553,8919 NOTE' SO U A R E FOOTAG E MA,Y VARY BASED ON CALCULATION METHODS � IN-9SE DRAMINGS AAT 94VNDE.1 T-UR U 9GN OEvELOPmE9,4 r ANC]WmR4ARY SSur� CNLY ANb ARE FiG?In N USM FOR ANY OTIER pgjfwm E 5 L.-H AS*rdu PtO HNG 01?P NAL EPC44UF RING. COPVW H7 wWkLEY ARCFuTL rURAi GROUP W .-TFCE[AA4 INM eAA Y Wit BE uSfb M DiFFUr-AAA WHOUt NE EVRE!SS'Ni21 bi F'E?k+f SM OF WOML�Y ARCN0ECSURAL CROUP +.,C- A-23 T- , RIDC,E mdIMy y Ir y-� �4 Y Ti� •} i- lr Iy� - y •- 4 `F" R f v i `1 .�. V.f _ I * # IL. ■ - tr - _ F � +�" a ,' h. T.O. PLATE -It T,C). WIN, CID Lm RIGHT ELEVATION i ' 1/4" 1' 0'• MEDITERRA JEAN �z - i ir JF IL t LEFT ELEVATION V 1 / " = Y " MEDI1 ERRA N EA BOO l y 04.01 .2021 architectural r0 in TAGE GHA �� - �alorado // 731 So�Jthpar dr. suite 8 MONLittleton, co 80120 / 808 3.781 PALMDESERT,, CALIFORNIAcalifornia // ?43 pullman st. suite Santa ana, as 1? 70 / 99 55 . 91 NOTE-. SOUARE FOOTAGE MAY VARY BASED ON CAL ULA1'IQN MRHOD � IdI DRAWINGS ARE M+TEf+40I31)FOR DODI DEVBLOPmEp4T AND PRELWINARY STUDS ONLY AND ARE NOT TO BE USED FOR ANY QU-ER NfrPOSE.SUCH AS FPJAL KOTTWIG OR FINAL 9dCMEERING. COPYRIGHT W OCCLEY ARCHUCTURAI.GROUP "C.T13E1DRAWII%I h AY NOT BE USED OR DuPLICAJE-[}WITHOUT THE EXPRESS ti'/RWN PERr.%SION OF W+'OODLEY P CHRKIURAI GK)UP.VC. A_24 - - - - - - - - - - - - - - - - - - - - - - - - - - - I � 1AU4 A. 0 I � I � I � I � I � I � I � I _ � I I I I I I I I I I rill � - - — — — — — — — — — — — — — I �' I JL I h� 4:72 � I REAR ELEVATION ' t - - - - - - - - - - - - - 1 /4" = F-0" MEDITERRANEAN ROOF PLAID V MEDITERRANEAN • . owl 100 Iy hitectural 04.01 .2021 LX PLAID TWO MEDITERRANEANgroup,,inc � A MONTAGE GHA �f--•�A- colorado JJ 71 outhpar dr. suits B littleton, co 80120 l 303 683.7231 PALM DESERT.. CALIFORNIAaI� �,�� iaJJ94pullrr�gnst. su„tA # sonta aria, Ca 92705 / 949 55 ,8919 NOTE' SQUARE FOOIAOE MAY VARY B SED CAN CALCULATION METHODS � 1►0E DRAWINGS ARE rfMpAiM FOR DESPGN DEVELOPN04T AN)MELrUNARY STUDES ONLY AF1b ARE PiOT TO K USED FOR ANY 01H�R Pl1LFO'E WCH AS FNm.PLOTTING CR FNAL ENGNEERING. COMr-F3 WOODLEY ARCHMCTUku GROUP "C.7HEMDRAWNGS MAY NOT 6E USED CQ DUPLICAIED WrrKWT 9HE EXPROS WMEN KANSSLCA OF WOOOLEY ARCH)"UZAL ROUP NC A-25 T-O. PARAPET 7 T.O. PLATE ; 51 �5 T.O. WIN. +I y i I r, RIGHT ELEVATION 'Cl 1/4" — F-U i{44 :fir; i - iI i LEFT ELEVATION "C' • �I O I y 04.01 .2021 architectural L� PLAN TWO MODERNrInc f MONTAGE GHA �H � 00 Colorado �� 71 southpc�r dr. site B littleton, o 801201 0 83.7231 PALM IDESERT, CALIFORNIA � a arc r, it e A santa ana, as ?270. 19 9 53+ 91 NOTE: $0UARE PO0 TAG E MAY VARY BA$ED QN CALCULATION METHODS � TtESE DRAWINGS ARE WEPCED FOR DOr.N DEVIBLOPmENT AND i RELW NARY STUDiS t3mLT ANC ARE NOT TO GE USED FOR ANY OTi-ER PT1iRP0S E SuCH AS FNAL PLOTTING CQ FINAL ENC EERING. COPYRrW WOOOLEY ARCHITECTURAL GROUP "C.TkOf ORA'/+P,+.S KMY NOT BE USM OR DUPLICATED wRHOUT THE EXPRESS ti'+i7WN PF1 m,6S:Ot4 OF wOODLEY ARCHTECTURAL GROUP."C. A_2 L 114'1 14�12 w 1}4:1 114: 2 ALI I i LT T — 1 2 � M 114:1 'I SEAR ELETI 'C� 1/4'p : I'-Go M.0DER I ROOF PLAN 'C' . op' oo � l I 04.01 .2021 architectural LK PLAN TKO MODERNr0i MONTAGE GHA jHA- cafarado // l 5al�thpark dr. suits B l ittIeton, o 801 01 808 688.7 81 �� DESERT, CALIFORNIA Californiaaa 9 3 pulfman st, suite Santa ancr, ca 9 70 1 �49 55 .891 NOTE: SQUARE FOOTAGE MAY VARY HATED ON CAL U A110N MUHOD � TtOE DRAWINGS ME KEPiDEO FOR DESIGN DEV LOPmENT AND�RELX,H ARY STUDS L]NLY j%N0 ARE NOT TO BE USED FOR ANY 03HER cjRPO5 E 5 LrCH PS FVJAC PiLOUNG OQ FaqAL Et4C EERiNG. C0PYR9rsHl WO LEY ARCHITEC.TURA.L GROUP 04C..THESE DRAWINGS KmY KOT 4E USED CQ DI1pLlCA%-ED WITHOUT THE EXPRESS'. PIEN PE2fi-,SSCN OF WOODLEY ARCHITECTURAL GROUP NC. A_2 7 C) 6-0'' 60'-0'' 1 '-6" 6'-6" • ° a 0 REF L - J 1 II II 1 61 '_6„ CD I � CASITA/ OFFICE U 14'-7 x 12'-1" I c� III O III II - - - - - - - - - - - - - - - - - - - - OPT FIR DR n v F:p I V L—IXK I y, I I PRIMARY PATIC A r%f r% " ^f- ' S U IT I 16'-6" x 1 '-7" I I I I I I I I I I I I I 3 I I I 0 I I rrt - - 3 ° ° O I I I I ll 11 co I • I oo y�� I; ; II E: 0_I I RA I I 0 I I I o ININ 17'-0" x 19'-10" OI I I I I I < 3 12'-0'' CLG 1 i � ,,, I L.UN o I I I -4 X 19 Q I �' II o 2'-0" CL I m OII 0- 011 0 1 I3 O oll DRY OFF O I o o I � KITCHEN 1:001 I I r - - - - - - - - - - - - - -- - - - FIT BAR I I I 1 REF- - - - - - - - - - - - - - - - - - - - - - i I I IP O 1 D III L I - -CIA U N i 40'_0" H N G r — = — PANTRY ; w iii ; G.o FOYERLAN NBOOKSHELF ! rI 12'-0' CLG _3E D R O M 2 1 O OPT I I I I 1 1 '-0'' x 1 -8'' 222 1 I I NY 1 OFFICE/ \`°R 5 FITNESS ROOM IL -I L - - - - - M O 11 '-9" x 8'-6" CD - - - - I m M LINEN PORCH N X ...... BEDROOM O H 0 O Qoo - - - - I RV A1 In 14 II II I 1 I I I 1 I 1 I 1 I 1 I 1 I U—. 2-IBABY GARAGE ° ° o124'-1" x 25'-1 I I I I LUE, ROOM/ I , I N/l, EDIA 11 i 11 12' 2'' x 17' 10" I I I I I I I I IJEDROO I I I 1 I 1 I 1 I 1 I 1 1 1 I I L - - - - - - - - - - J L - - - - - - - - - - J J' - - - - - - - - - - - - - - - - - - - - - - - - - - I I I G�A-RAGE- - - 1 E_ _ _1 — BAY 20'-0'' x 11 '-9'' - I I I - - - PLAN NOTES I � 4 BEDROOMS + CASITA o 4.5 BATHS N GREAT ROOM L - - - - 3-BAY GARAGE OFFICE/FITNESS FIRST FLOOR 3297 SQ. FT. CLUB ROOM/MEDIA OPT OFFICE TOTAL LIVING 3297 SQ. FT. OPT PRIVATE QUARTERS OPT SPA BATH W Odley ar hitectural 04.01 .2021 LX PLAN TWO OPT CASITA 3297 SQ ., FT ., roup- Inc MONTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B Littleton, co 80120 / 303 683.7231 CALIFORNIACalifornia // 2943 pullman St. suite A PALM DESERT Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-28 T- . RIDGE ' f , + �Y ,{ ! r. :I *;-4 a 6 1T��9 #! 1 � � 1 � � � 4 1 - I + I , w, �,�••4 4a rtif 4 �' + t I # I Y +1} �r ii J, F ri 1 .� ••111`fF � ref 1 I .I ,+ \ S Y t "I , { I � 'a� •I � ).' 1 N, .�4�1••Yi � 'ti k i t - } t +!4► 1+ , w1 + + ` r I �� y' ' Yr f + � *,+ xi "� '+ ;� I -rt * '1v . +�+ ++ 4� it , ► Ii yL .. �••71 •1 `i +i iti, • S Irv. ,•`*r ' " - ". Y-,r ram' ,. ,,r.�.'+! I � �.,tI t '-I � a ,...*• ,,r� ,;,.-,_, ,,� N � � , t y � � � �--,� � f �� '. -"+! � �i" f,o M L AT E 'M �I �r=,Y ` , �.., •• � 5M . #r. ■ t.� a� F , 4' r ! r'-1 `'1 !fir 'M i+ •k J { 7f v. /� r:'� 1 !I` i► . -# 't,I Y F .1► "� fir-# I*k /' {- y '• ca T.Q. WIN. - - I I I I I I i 4o i I I RIGHT ELEVATION t t 1 /4" = 1'-0" SPANISH ! Iy, I� [I III I I J I ! r` 7 I i I� + ` I I I I• I� +. I� -_,' I ; -' _ { I ♦ fie-v r.- r I ♦ r -. a ` . " •. . .-� .* . 'iX ■A ! I - I! / 'r ` +�/' .r ' '_ I ".1 Y I ' �r orv-% -� I -; } r -. I - •z r = +. x.v} ;#� ► -1 Y V= +' + Y :rr J x,f �i 4 .. r ,rt �i r ! 1 ;r { `i,. .. } ,r'rf !` 1s'*,+r} :e -• i r f.tir r-r'. � .-, � I. , �.. �,-�,r�� �� 3-� a r �•f-. � .-, r'�1. I �.-� -:�-. �is W t �-'.-- I � .-, r••1. ��- -�,�-,�. �1.� � 1 1 1 LEFT ELEVATION ' ' 1 /4„ = 1 ,_0" SPANISH w 0 0d l 1 hitectural 04.01 .2021 LXTWO PLAN SPANISH OPT CASITAgroupLinc TAGE "' HA G HA- 002 Colorado /J 71 southpark dr, quite B MONlittleton, co 801 0 1303 683.7231 PALM EVERT CALIFORNIAalifornia /J948pullrr�ar� s1'. suite # sonta ana, ca 92705 1949 55 ,8919 NOTE: SOUARE FOOTAGE MAY VARY BA FF) : v :`ALCULATI N METHODS � rWSE 0RAWlNGS ARt VlNbEO FO17 Onr-N UVELOPMEN r AN•n PIRELOMIN ARY StuUC ONLY ANO ARE IIJT TO M U520 MR AN Y p9HEp PURPOSE Sut H AS f;N&PIOTTING Oat P74AL fNC44EERING. C::!' :_'LEY ARCHri -rURA,GROUP 74C_tH ORAWIrnS MAT WIT 2E USED CM bLFPLICA;ED wM iCuT 7HE ExPRBS 5l410l&l PEWSSrOM,OF WOODLEY APCHMKIUkAL GRMP A-29 I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I - L 4= Z I I I 7 �vl 7,j I I I I I I I I I I - � _ I - L - - - - - - - - - - - - - I I I I N REAR ELEVATION 'A' L — — — — — — - - - - - - _j ROOF PLAN 'A' 1 /8" = 1 '-0" SPANISH wood leer architectural 04.01 .2021 LX PLAN TWO SPANISH OPT CASITA TAGE GHA G HA- 002 Colorado // 71 southpark dr, surte B MONlittleton, co 80120 / 303 683.7231 PALS EVERT CALIFORNIAcalffornia // 294pullrr�onst. suite # sonta ona, CO 92705 1 949 553,8919 NOTE' SOUARE F00TA E MAY VARY BASED ON CALCULATION METHODS � LtISE DRAWINGS Akt 4aTEP;[W Fog L1*S9GH dEYELOPMEN r AN-0�*ELWIN ARY STUp£S INLY AND ARE rep?10 M US=b FOR ANY Pt19pM E SU C H AS'rIdA_P LUTi Wp M PT+AL ENGVEERIHG. r-nPYk M W(X:DLEY ARCrurelUkk GR01JF W_TH Se MAWINns mAf WaT M U9Eb C*ULePUCW.EU WitHbuS 1HE EYMBS w*Rlai PERmSSba,4 OV WOMLkf AkCHMIMML rkLwP - C- A-30 T.O. RIDGE �f , � •- 4 It ti F - i f year F - • �� *^ f • Y� � � � v � ,� 'IMF I t �' _ —5� �� � • �»TF� -- i _ -+! I +, RIGHT ELEVATION ' B' EDITE RANEAN T'jlra { S 4 5 F { _ I 41. I I LEFT ELEVATION + ' 1 /4" = 1'-0" ME ITERRANEA 1 10 BOO I ear 04.01 .2021 architectural LK PLAN TKO ME ITERRANEAN OPT CASIT� roe i TAGE GHA �� - Colorado // 701 southpc�rk dr. suite $ MONLittleton, co 80120 l 808 688.1 81 PALMDESERT, CALIFORNIAalifornia // 43 Pullman st. Suite A Santa aria, as 1? 70.51 49 553.8919 NOTE, SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � TrESE DRA WINGS ARE NTEp*0BD FOR dfS?5N DEVBLOPmENT AND PRELMNARY STUDS ONLY AND ARE NOT TO BE USED FOR ANY OTFER P•u POSE SUCH AS FNA!_KOTTNG OR FINAL EPJCMEENNG. COPVRrGHT WOOTSLEY ARCHfTECTURAi GROUP INC.TFESE ORAWM.S MAY MOT BE USM OR DuPLIC.BJE-D WITHOUT THE EXPRESS WRRTEN PERNZSiON OF WOODLEV ARCHRECTURjQ GROUP.VC. A_3 1 I I I I I I I I I I I � I � I I 7. I I � I I - - - - - - - - - - - - - - - - - I - - I I I � I � I � I I I I I � I - I I I I I I I I � I • • + t. � I _d - ILSAT+ Li + I -T-T.�+ . r ►'�i- # ; I I I I — - - - — — — — — — — — — — — I -- I d_12 I REAR ELEVATION W - - -- - - - - - - - - - 1 ,'d - F 0" MEDITERRANEAN ROOF PLAN W 1 f8" = F-T MEDITERRANEAN 0 0 I r architectural 04.01 .2021 LX PLAN TKO MEDITERRANEAN OPT CASITA GHA-2002 oolorado 11 731 southpark dr. suite B MONTAGE GHA littleton, co 801 0 / 303 683.7231 PALM DESERT.. CALIFORNIAoaliforr�ia /, 94 pullrr�an sf. sult# 4p scanty ana, act 9 705 / 949 55398 19 NOTE: SO U A R E FOOTAGE MAY VARY BASED ON CALCULATION METHODS # l„ M DRA WINGS ARE"VNDE�fUR dl:Sr-N 4EVEtOpt,Eik4 r AflD PRELWIR4 ARY STLI�OHLY AND ARE fib?TO M USED FOR ANY Osi+ER PURPOSE Su C H AS rrdA riOTl INS CA Fa+AL L"C44EMNG. Cc)"R*Fn wOOOLEY ARC.FlIll-WRAL GRCUP, W- THESc[AAM mAf HST W USEiS 0;F DUPUrMW W"OUJ IHE ExPRESS aVFMDi f MA6SLON OF WODDL�Y ARCHa l URAL;ROUP INC A-32 T-Q. PARAPET L i�. K+t _. T.0. PLATE T.O. WIN, CJ L I� flD 4 . RIGHT ELE ATIO 'C' 1 J4" = 1 '-0" MODERN - 4r �hyy � ii ;i { i I 4 k L i G/ 7 L" LEFT ELEVATION 'C' 1 /4„ _ � ,-T MODERN • oodley 04.01 .2021 architectural L � PLAN T O MO0ERN O T CASITS r0 ire TAGE GHA �H - Colorado �� 731 southpar dr. suits B MONLittleton, co 801201 303 683.7231 PALM EVERT CALIFORNIA ;ifoa arc 9 puLfrnan t. suite sonta ana, ca ?270 1 949 553.8919 DOTE: $0UARE FOOTAGE MAY VARY BA$ED ON CALCULATION METHODS � T►ESE DRAWINGS ARE WENDED FOR❑ESCr+DEV LOPmENT AND PREL MINARY STUD€S CvLr ANC ARE NOTTOGE USED FOR ANY OTHER PuRPOSE SUCH AS FNAL PLOTTNG OR F04AL ENCAgEERlNGp. COPYR?GH:WC0DLEY ARCHITECTURAL GROUP "C.TEE DRAWINGS NAY MOT BE USED OR DUPLK;AJTM WTrHOUT THE EXPRESS WRWN PER"S10*J OF WOODLEY ARCHITECTURAL GROUP.VC. A _3 3 Ifr:�7 1 f4:-2 114.12 lid:12 I}q:l2 f� vl 1}q:I r � 1}4:1'2 k [fiv Y{Z;12 ,' IL ., l-0- '+4 i r114:12 ;L.li � — l� I 1/4 1; A 1{4;12 REAR ELEVATION 'Cr MODERN ROOF PLAN 'C' i'-0' MODERN 10 I OO � I l 04.01 .2021 architectural L� PLAN TKO MODERN OPT CASIT� r0 ire MONTAGE GHA G H1�1` 0 Colorado f f 731 so�.+thpar dr. 5uife 8 1ittleton, co 801 01 303 683.723) L� DESERT,, CALIFORNIA aiifoa ara p llr an t, suite sfanta ana, ca 9 2 70 I � s 553.8919 NOTE: $QUAKE FOOTAGE MAY VARY BASED ON CALCULATION METHOD � THESE DRAWINGS AREMENCEO FOR Mr.N DEVBL013MENT AND PRELwHARY STUDS CvLY AND ARE NOT TO GE USED FOR ANY OD-ER RTJIRPOSE SLrCH AS€NAL PLOTT04G CQ WAL ENCA14EENNG. C{}PYRCIHT WOODLEY ARC14MCTURAL CROUP W.THEE FAY MOT BE USED OR DUPLICATM wITHO'JT THE EXPRESS MITTEN PER"510N OF WOGDLEY ARCHRKTJRAI MOUP."C. A _34 O Iq c'7 50' 10 5-0" 50'-0" 7-0" ° o - - — - - - - - - — 1 � DR � I \� I SEAT I 0jv1-: --- RE1D / PRIMARY I ° I 32'-3" x 10'-6" BEDROOM 16-10" x 1 '-6" 0 OPT SGD OPT SPA BATH co — L IU 1 I II ° IZ DINING 1 0 3: „ SEAT 1 14'-5" x 10'-4" I o Na� V� 101 �I I I I 1 14—� RAT Room U- 1 1 17-0" x 20'-1 m II I DRY OFF I I ' O II ° O I I 3 I p I I I L 0 p ,� 1 SEAT I I 0 co go o 1 1 I 53'-6" H N G Z II 33-7" HNG LINEN p I I I 3 I I I 0KITC. HEN I _ o co N � D�/ I I - - - I - - - - - - - - - — - - -- - LINEN - - IRV � I I - - � X I I I —REF_ I I I I I OPT ° II IIDR / O -1 II II N LAUNDRY 0 - OFFICE/FLEX �O DROP ° 12'-1 1" x 7'-6" ° ° ri PANTRY P: =IP: — � O I D II W I I - - - - L - - JL - - J ° O o BEDROOM 2 10'-6" x 10'-1 1" 9H 00 OPTIONAL SUPER CLOSET ° BEDROOtO3 ° A A A STORAGE BEDROOM 2 12'-0'' x 11 '-3" 11 II FOYER LIKEN 10'-6" x 10'-1 1" 11 11 I 1 1 1 I I I I 1 I I I 2-BAY \,GARAGE I 21 '-j" x 24'-1" I 1 I 1 1 1 1 1 ' PORCH BEDROOM 3 :=::: � - - I I I 1 - - - - 12'-0' x 1 1 '-3" 1 -B A-Y- GA R A G E I I 1 1 1 18'-6" x 13-9" _ I - - ' COURTYARD - 1 — I I 1 1 r — I — _ _ — L — — — — — — — J L — — — — — — — J — — — — — — —=,L� — I I I I - - - - - - - - - - - - - - - - - - I I I I I I I OPTIONAL MAY GARAGE I I I I I I I I co 1 I c� o I I cN 1 I PLAN NOTES I OPTIONAL C— — 1 3 BEDROOMS L - - - - - - - - - - - - - - - - J 2.5BATHS OFFICE / FLEX GREAT ROOM OPT SPA BATH OPT SUPER CLOSET OPT 3—BAY GARAGE FIRST FLOOR 2205 SQ. FT. TOTAL LIVING 2205 SQ. FT. do TARGET 2100 SQ. FT. woodley architectural J p- 04.01 .2021 Q PLAN ONE 2205 SQ . FT . rou Inc MONTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 PALM DESERT CALIFORNIA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A- S 5 A-36 04.01.2021 T.Q. RJDGE T.0- PLATE �- l T.0, WIN, r I L r� I f b 1 FICA, KR- RIGHT ELEVATION 'A' ? 14 ' - SPANISH Y � JL JL dO M- I }� I� I1 . d0l" LEFT ELEVATION 'A' 1 /4" = V-0" SPANISH woo l ey 04.01 .2021 architectural cturalLANONESPACISH r0 in MONTAGE GHA �� - �alorado f f 1 southp�sr dr. suite 8 littl ton, o 80120 J 0 83.7231 PALMDESERT,, CALIFORNIAA alifc a ano I ,a t. l Santa ano, ca1? o 1 9 9 553.8919 NOTE- SOUARE FOOTAGE MAY VARY BASED ON CALCULATION MM'HOD � 1►ESE DRAWINGS ARE VTErv0EO FOR dfS?SN DEVIBLOPmENT AND PRELWgNARY STUDES ONLY AND ARE NOT TO BE USED FOR ANY QT►aER Pu POSE SL?CH AS FWAC PLOTTNG OR FINAL F*JC4lzEERING. COPYRIGHT W OOWDLEY ARCHITEGTURAI.GROUP "C.THIM ORAWINGS WY NOT BE USED CR DUPLICATED wRHOUT THE EXPRESS WRIHEN PEW-%9iC*J OF W+'OODLEY ARCHRKTURAL GROUP.NC. A_3 7 — — — — — — — — — — — — — — — - - - - - - - - - - � z� I I 41.11 4 - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I r.O. PARAPET _ ' I P '°-+I ►+1 I k J 1 T.O. PLATE 2.11" !ROOFLINE AT } 'ENHANCED — - — — _ __ s cv ELEVATIONS -.5 — 4ONLY I I � I I ICN I I 1 I I IL I Ix 1 L FIN. FLR, I 414 4:1 Lj I I .I 1 REAR ELE ATIO 'A' 1 /4" = 1 '-0" SPANISH ROOF PLAN 'A' 1 '-0" SPANISH ■ OO l y 04.01 .2021architectural LAN ONE SPANlSHr0i TAGE GHA G �---�A- colorado �� 71 soutk�park sir. suite B MONlittleton, co 0120 / 0 68 .1281 �� +� � CALIFORNIAlifrnia cl 94pullrnanst. suit # sant 1 ona, ca 9 705 / 949 553,8919 NOTE, S UARE FOOTAGE MAY VASTY BASED ON CALCULATION METH()D � THESE DRAWhNGS ARE WENDED FOR DESIGrd DE vIUOPMENT AND PRELmNARY STUDIES ONLY AND ARE NOT TO 9E USED FOR ANY GTra PURPOSE S!iCk+AS FNAL PLQTINC;OR FINAL ENGINEERfNG CO YRIGHff WOOaPf ABC HTECRAAL GkOuP WC T1tHE DRAW NGS mAY rrQT BE OSED OR DUPUCATED A 11HOU 1 THE UPRESS WRrrTN PERT 6900 OF w6oDL E,(ARCHITECTURAL GROUP WC A-38 T.O. RIDGE 4 rl t 4 11-7 1 11 . , j I - ' 11 1 . I ' L;�±�V.T—� I v IT I Ir 7 _ IL L�% L L I� L } IN. FLR. RIGHT ELEVATION ' B' 1/4" = 1--0'- MEDITERRANEAN I i. I . t t t7- TT }i t f #T f f'f"t r # T k 4'F T i t°t` f1 t t fit' f ,T f?�# tr I ' I I LEFT ELEVATION ' ' MEDMTERR NEA.r: 11 OO l l 04.01 .2021 architectural FLAN ONE M EDITER RAN EANr0inc � f MONTAGE GHA GH - 00 colorado �� 731 southparl� dr. suite B Littleton, o 801 01 30 683.7231 PALMDESERT,, CALIFORNIA ;i a pulLmar� t. suite santa ana, as ?2705 1 949 553.8919 NOTE. SQUARE FOOT,A GE FMAY VARY BASED ON CALCULAMN MUHODS li-ESE DRAWINGS ARE NTEmDED FOR❑ES+GN DEVELOPmW AND PREW NARY STUDS OmLY ANO ARE NOT TO BE USED FOR ANY OT!�ER NiRPOSE SUCH AS Fa1AL PLOTTWG CR FQuAL ENCA14EEAING. COPYRLGHT WOCCLEY ARCHITECTURAi GROUP "C.TFOE ORA'NIK S NLAY NOT BE USED OR DuPLICAJE-D WfTHOUT THE EXPRESS WRIHEN PERfi-%W J OF WOODLEY ARCHITECTURAL GK)UP.N AC. _3/Q - - - - - - - - - - - - - - - - -- - � I I I I I I I I I I I I I I I { I I { I I I i I T.O. RIDGE I M+ i JF• r � Y * i k { I2 #• I i20FLl{VF AT 4 � �� � � -� � � � � � -� F• I T-4 ENHANCED � I ELEVATIONS ! T fi F 1 fiI � 4 i ONLY - t. T.Q. PL,gTE I I - I rw I T- IN. F I L - [ - - - - - - - - - ] - FIh1. FLR. REAR ELEVATION ' B' 1 /4" = 1 '-0" MEDITERRANEAN ROOF PLC ' B' 1 / '' - 1 " MEDITERRANEAN w00ly 04.01 .2021 architectural LAN ONE MEDITERRANEANgroup , inc MONTAGE � � � G�--�A-2 Colorado Jf T1 southpar dr. suite B liftleton, co 80120 J 0 683,7231 PALM DESERT.. California pullrr7a nt. ita Santa ana, cc 92705 / 949 553,8919 NOTE=SO U A R E FOOTAGE f',+iAY VARY BAS ED ON CALC ULATI N METHODS � NUSE M5,VOIN S ARE WENDED FOR DEMk3N DE v LOPMENT AM[1 PREW.&NAY STL,CUE}C.MY AND ARE NOT TO EE u SED FOB,ANI 3Ti-EK PURPOSE S,iC>+AS FMrnL 41LQT;Wx OR FRIAI €NGiNEERmG C C)P dRC.W wpODJ r A;C HTE"Ti1kAL C.P.Nu' WC Ti,ESE DRAWMG5 M911 N01 BE LFSED OR DOPUCATEG wi1MOU7 THE DPRESS WRRTEN FYrWAN900 OF wOODLEY ARCHf lJl?AL GROUP wC A-40 T,O. PARAPET T.O. PLATE co T, , WIN, b RIGHT ELEVATION 'C' 114' T r 01 MODERN :777 -1 a I � I 1 I I I LEFT ELEVATION 'C' 1 j 1 MODERN woo � l l 04.01 .2021 ' architectural LAIC) ONE IIIOOERNJ rou i s � f ��A- Colorado 731 southpar dr. suite BTA � E GHA lttloton, co 801201 03 683.7231 li pullrnan it taanaL DESERT,, sian , ca ? 7o / 949 553.8919 NOTE- SQUARE FOOTAGE MAY V ARY BASED ON CALCULATION MODS •UBE DRAWINGS ARE WEPCEID FOR DOr.N DEVELOPmDJT AND PRELIMINARY STUDS t3mLT AND ARE NOT TO BE USED FOR ANY 01i E L P R PvRPOSE SUCH AS FWALOTTWG CQ FINAL Et4GekEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP NC.TAM DRAWINGS MAY NOT BE USED OR DUPLICATED wRHOdJT THE EMPRESS`'+i7WN PERT-%XT1 OF WOODLEY ARCHTECTURAL GROUP."C. A-4 1 1 I T.O. PARAPET ROOFLINE AT ENIYANCED _. ELEVADC)NS ONLY 1 F.O. PLATE 1 Jd'12 1)4;, — � T.O. WIN. os 1I4.12 r- - - - { Lk I I - , I , N. REAR ELEVATION 'C' 1 !4" = 1'-0" MODERN ROOF P1 ' .►' 0 oo l 04.01 .2021 architectural PLAN ONE MODERNr0i f TAGE G MONHA GH - 002 colorado �� 731 southpalrl� dr, suite B littlelon, co 80120 / 303 683.7231 PALM DESERT r CALIFORNIA �I � � califarnia J/ 94 pullma n st. suitE� santa anci, ca 9 705 / 949 553.891 DOTE.SOUARE FOOTAGE MAY VARY BASED ON OALCULATICN METHODS TKI IiF pRAYY NM- ARE NTENQM r-M oF�IaM PEVZ QrJMENT AIND PREP II,ANAVRY l;TWljrE$nNi T ARID*RC MOT TO ME i15M FOR AW QTf#-R PL,RPCJ5E 54aC.k4&5 FINAL(;LOfFWG nR rrNAl FR 6bit-p+C :GPTRI(kfr WG-Z)7 Ef ARC.i GEE THW iL �RC)LJR kf1C T)IESR RRA WINGS fhAT NM ESE ir$FrF GR OUPLICATFID 1h'1 RF jllf T11E FX RF.SS WRU-rfN FERMI;91C)M M W0013LP ARCHirFcRIRAI r RO P INC.. A_42 T-0, RIDGE 7 -1 - { ! L t 7.0. PLATE T.O. WIN" lip k F I FIN- FLR. RIGHT ELE ATIO 'A' 114' = 1 '-O" SPA- I I H T.O. RIDGE t 11 1r, it �77 1 4 J7 1 � � { i 1f rI � � { � 1 1� �+f E 1! � 1L� .\• . F it 31 ii sR� i -�F 4; � 4 � F '� "5• 7 I Lr .+ Y i i � rw� 11C S i 11.4 T.O. PLATE o - — ? i l� 1[r FINE FLR. RIGHT ELEVATION I 114 = 1 0- MEDITERRANEAN T-O- PARAPET 4k 1 T,O- PLATE ao T.O. WIN. co { G � I dp RIGHT ELEVATION 'C' 114" = 1' 0" Y-ODERN w0 0 I ey 04.01 .2021 r architectural groupf inc MONTAGE GHA GHA-2002 colorado // 71 5outhparlc dr. quite B Littleton, co 801 01 303 683,7231 ealifornia // 94 Pullman �i. suife PALM DESERT,, CALIFORNIA LIFI sanla ano, ca 9 7051 949 55368919 NOTE; SQUARE FOOTAGE MAY VARY EASED Ors CALC UtATION N'IETHOD � 11ESE DRA YIN{,S AR[NTZN[JEn rCR CEsK-.N NVE7OPmp4T AN{]Pk[, a!',..Y t STUDIES SLY AND ARE WN TO BE UWD FOR ANY QTPER g[17PQGE SIB I AS RN,.i P.:77TWG QR F4NAL ENI-raEERINC COPYW I{Wn fDLEY ARCNIT{C.TURA,GKMP hLG TNE%DRAWIN-,[AtAY NQT W k ISfQ(W 41,F I iC.h.C,;WRHCWT TFIE EXPRUS WRUTEN ',IF WopDI tY ANC-HnrEf,7URAL GRQt1P OZ.' A 43 �o N 50' 5-0" 50'-0'' 7-0'' IFL — — — - - - - — — — - - — - - — — OPTFR I � DR I uu � I PRIMARY I 32'-3" x 10'-6" BEDROOM 16'-10'' x 1 '-6' I OPT SGD I I I I I - - - Im1 - - - I Izl DINING Ol 14'-5'' x 10'-4" 1 I 10 1 I GRAT ROOM I 1 17'-0'' x 20'-1" OI II m II 1 DRY OFF i 1 IL O 0 1 I I O D D I „ SEAT 0 1 I 1 r) I I I 1 O a8 0 1 1 o II L\ II I I I I 33'-7" H N G 3 I I I 0 0 1 KITCHEN maRmOynninvI cy) LINEN z D).O I - - - I - - - - - - `— � I � I I —REF— I I I I IOPT DR OFFICE/FLEX ' LAUND Y No DROP 12'-1 1" x 7'-6' PANTRY F_��_ o X I I D W I I j ell O L - - JL- - - J I I ° O N W] H — - - — ° ° ° ° A A STORAGE BEDROOM 2 11 II FOYER LIf�EN 10'-6" x 10'-1 1" 11 11 1 1 I 1 I 1 I I I I I 1 1 I I I 2-BAY IGARAG� I I 1 21 '- x 24'-1 I 1 I I 1 1 1 1 I 1 I 1 PORCH BEDROOM 3 I I 1 I 12'-0'' x11 '-3' — I 1 I 1 I I I 1 1 1 1 1 L - - - - - - - J L - - - - - - - - COURTYARD - - - - - - - - - - - - - - - - CASITA 10 11" x 12'-6'' o 0 N 0 PLAN NOTES 3 BEDROOMS + CASITA 3.5 BATHS FFICE / FLEX BEAT ROOM OPT SPA BATH OPT SUPER CLOSET OPT 3-BAY GARAGE FIRST FLOOR 2449 SQ. FT. TOTAL LIVING 2449 SQ. FT. ' woodley 04.01 .2021 architectural Q PLAN ONE OPTIONAL CASITA 2449 SQ . FT . rou Inc C p- MONTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman St. suite A PALM DESERT, CALIFORNIA Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-44 A-45 04.01.2021 7.0. RIDGE � I 1, "1 T.O- PLATE !r w Lr -, L, e - T, , WIN. u1 FJN. FLR. RIGHT ELEVATION 'Ai 114" = 1 '-0" SPANISH IF .71 7Iirill I 5I i do I LEFT ELEVATION 'A' PANIH wool ey 04.01 .2021 architectural F LAN ONE S A N IS H O T CAS ITS roe inn MONTAGE GHA G H - Colorado // 7' 1 southp�sr dr. suite 8 Iittleton, Co 80120 J 303 683.7231 lifor�i pullman PALMDESERT,, Santa ana, as 9 70 19 9 553. 919 NOTE- SOUARE FOOTAGE MAY VARY BASED ON CALCULAIK)N METHOD � TtESE DRAWINGS Al vTENDEO FOR DES?l DEVEiOPTV+9dT AND FFELWIINARY STUDS OrgLY AND ARE NOT T06E USED FOR ANY C}naER l SUCH AS FNA?L PLOTTNG OR FrqAL ENCMEERING. COPYRIGHT WCX)DLEY ARCWTECTURAi GROUP 94C.THM DRAWINGS wY r:4T K USED OR DLFPLICATED ygTHOUT THE EXPRESS lil PERrl OF WOODLEY ARCHITECTURAL GROUP.NC. A _`t L I I I � I I I I I I I 7. I I I I T.O. ROC;E IL 41I I =r I � � AM 011111 '(71 R OFLINE AT _ } _ ENHANCED cv_ --- _ � _ - { IELEVATION C-, � - -JONLY I, I, L ��-� L_ I I V J I I I I 4� �� I I I I I Fir�. FLR, I ,f � I I I I I I �v vl I REAR ELEVATION 'A' I 1' 2 I 114„ _ 1 ,_0" PANI H w I I I I I ROOF PLAN W 1 /8" = 1'_G" PA II H w w0 0 l y 04.01 .2021 architectural ' Q ' PLAN ONE SPANISH OPT CASITA yruup , inc MONTAGE GHA GHAy200 Colorado J/ 11 southpark dr. suite B little#on, co 80120 1 303 683.7231 PALM DESERT, CALIFORNIAal�farnia // 4 ��ullr�r}ar, st. suite Santa ana, cc 92705 / 949 553.8919 NOTEL SOUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � TM[$F QRAWKW'-, ARE DTWNDFD FT'SR JE-W;-N DEVELOPMENT ANn PREP WA NARY STUDIES ON(Y AND ARC NOT TO 9E U SEf)FOR ANY 07K-,R F'URK-LSE SsJ(--Ft A-9 FIN AL PLOTFLM G oR nNAL FN WEFFrfN'. C.CRYRIC-off WQOGLFrt AW.lfrE TLRAL FaK)LJP INC. THESE DRALWINC S lAAV NM RE 1ISED OR rMPUCATM. WrrHQV THE EXFIRFfS WRITTEN KRIVIUON{N'JIOOMEY ARTHFFECTIIRAj C RO[IP INC A 4 7 t T.0, RIDGE .. A JE Y . . ! }� � I � ., +L 1F � � 4 " I1 1F # iy II i, i 1 'Fy' -\ L �i 4y i � i� 4 1 �� ■i i i irrL k� y .Si # 1 f J■ K' J 1 ■5 Jir i i 1 ■/I LT # a T.O- PLATE } _ I . fA LZ, I . T.Q. WAN, �� Frr -- — �w 111L f ' I 1 FIN. FLR- RIGHT ELEVATION ' 1 /4" = 1 '-0" MEDITERRANEAN Ty t�_-47 4 TP" _!V7JI 17-L III- L t # 3 #Tw T ¢ ? T }`1' T} T r J f �`r-4 t' T1 Tt r f `f TT tt-r 1r f fib" ? f#� t !'T` i T r f -t-r T'P tt-t f # fl x - fT #t FCs p LEFT ELEVATION ' ' ' , d0r` .EDIfER RAN EA 11 0 0 l y 04.01 .2021 architectural LAN ONE MEDITERRANEAN OPT CASIT� r0 i s � f MONTAGE GHA GHA-2002 colorado // 731 southpark dr. suite B Littleton, o 801201 30 68 .7231 PALMDESERT,, CALIFORNIA co;ifornio // 94 pulLmar� st. s�+FteSanta arc, ca ? 70.51 99 5 . 91 NOTE' SQUARE FOOTA GE MAY VARY 8ASED ON CAI-CULAMN METHODS � THESE DRAWINGS ARE WENDED FOR❑E5CN DEV LOPmDJT AND PRELMNARY STUD€S 0"LY ANT)ARE NOT TO BE USED FOR ANY C}U-ER ft P0&E SUCH AS FWAL KOTTNG OR FOAL EgG7gEERING. COPYRrFn WOODLEY ARCHITECTURAi.GROUP "C.THESE DRAWINGS NAY 40T BE USED OR DWLCALTED 1WTHOUT THE EXPRESS WRITTEN PER?-%9i0N OF WOODLEY PRCHRECTURAL GKXJP."C. A_4 Q — — — — — — — — — — — — — — — — — — — 1 I I I k I I � I I IL - - - - - - - - - - - - - - - - - - - - � I I I l I I I I � I I I ROUFLCNE AT w +� ENHANCED `T f � � F � •- � - 4 + 4 I ELEVATIONS - I ` ONLY - I I _ I �• T.U. VlIPV, - I I# l I it CG I I I I I I - C - - - - - - - - - -l - J I Flhl, EL�?. I ILI I l _C---mil— 1 REAR ELEVATION ' B' 1 /4" = F-0" MEDITERRAC IEA I ROOF PLAN ' B' 1 J " = 1 ' 0" MEDITERRANEAN • . awl woodl 04.01 .2021architectural LAIC ONE M EDITER RAN EAN OPT CASIT�� I HA- 0 oalorado� // 731 southpark dr. suite B MONTAGE GHA litfil ton, co 80120 / 0 �8 -7 1 �� CALIFORNIA sant a pullrryan st. suits DESERT.. santo anar cc 9 705 / 949 553,8919 NOTE_ $0UARE FOOTAGE MAY VARY BA$ED ON CALCULATION METHODS � I iiBE L'Rf w'+txw ARE INIENDEI3 MR DETION DEWELOPFr1EL+T AND PREi IMNAW STUDLES ON4Y A440 AkE NOT TO BE 415ED 43R AN f OTHER PURPOW Sh iC-H AS FINAL ALOTANG OR FINAL EuGWEE;1NCa CCYr'YRtC[-f WWDL EY AV.FiTEC T{ARAL C.90wP INC.WSE DRAW NGS MAY NOT BE U SET OR OUPL CATER WIiH 7070E ExKU wkiTTEN PERM6310ri OF WOODLEY ARCHFTECTIRM C4KXlr- NC. A-49 T.Q. PARAPET T,O_ PLATE oG T_0. wVIN, RN. fLR, RIGHT ELEVATION 'C' 114, = 1 '-0" MODERN i I LEFT ELEVATION 'C' 1 /4" = V--0" MODERN oo l y 04.01 .2021 architectural LAM ONE MODERN OPT CASIT� r0 inc � f MONTAGE GHA �H � 00 Colorado // 731 southpar dr. spit B Littleton, co 801201 30 68 .7231 PALM I DESERT,, ;l a anosuite s[anta ano, ca ? 7051 949 553.8919 NOTE: OUA E FOOTAGE MAY ARY BASED ON CAL ULAIK)N MRHOD � UEE DRAWINGS kRE fi+TENCE3D FOR DESaC r4 DEVI LOPmENT AND FFELW NARY STUDES ONLY AND ARE NOT TO BE USED FOR ANY OT�R PU RPOS E SLPCH AS FWAL PLOTTWG CQ FINAL ENC414EERING. COPYRIGHT W OCCLEY ARCHITECTURAL GROUP "C.TFUf DRAWINGS NAY NOT BE USED OR DUPLCATED wfTHOUT THE EMPRESS ti'+RIMN PER"SIOTI OF WOODLEY ARCHRECTURAL GROUP."C. A_5 O i i I I jd:12 4 —f T-o. PARAPET Z+ -W - i ROOFLINE AT q EM iANCED ELEVATIONS ONLY T-O- PLATE 1M12 �v T.Q- VV IN, 1/ ;12 1/4:-2 ; r iA i? �-7 4 IFm _fir I FIN. FAR. �I REAR ELEVATIO 'C' 114" = 1 '-0" MODERN ROOF PLAT 'Cr' 1 / '. _ +--0. MODERN . Owl wood ley 04.01 .2021 + architectural 0 { MONTAGE GHA GHA-2 colorddo J/ 71 southpar dr. suite B liftleton, oa 8010 J 808 68 .781 alfforPALM EVERT CALIFORNIASanta, 1� t. lilt Santa ana, cc 92705 / 949553,8919 NOTE' $0UARE FOOTAGE MAY VARY BAS ED ON CALCULATION METHODS � I FIE iE DdM MONG:API:hi:ENDED FOR DESK N GEALOPmEvl AIYD PRELM*4ARY STLfin ONLY AND ARC NOT TO BE AM FOR ANY OTVU PAPOW 51 CH M FINAL PLGTW4C;OR FRUAI €NG"E-ERmG C0RvRCkiT WOOD-El ARC NTEC.TiIkA1 GnuP IN ' T itHE DRAw{NGS a,iAY N01 BE WED OR rlk.IF 'CATEG W11HOUT TFIE UPRESS WRRT N PERFAIMC44 OF WOODLEY ARCHRECTURAI,rpouPr wC A-51 T.Q. RIDGE �. ow W4 .+ter I ' - � � .� , � I Tro . PLATE ci T.O. WIN, 3 - ip 3 FN. FLR9 RIGHT ELEVATION 'A' 1 /4' = 1 '-0" SPANISH T.0. RID0.E 4 A .. Zi I I ! • 1 1 . •1 .{F4 .1 it * 1 I� Fi1 # # '1 � i ■ �i� .� la # N � iw� # iP, 1 T- - PLATE i ' - w• + J #-# ' 0 T.Q. WIN. F1N. FL R- RIGHT ELEVATION "131 1/49 - 1'-T MEDITERRANEAN T.Q. PARAPET ti- T.O. PLATE T,C)- WIN- CID I' _ 3YYii-Y�3 I FICA. FL4- � • RIGHT ELEVATION `C' 1/4„ 1- F-T MODERN wood ley 04.01 .2021architectural LAN ONE OPT CASITA ENHANCED ELE ATIONS � in TAGE GHA G f--�A- Colorado // 71 southpark dr. suite B MONLittleton, co 80120 / 303 3.731 PALMa;>�ofnia // 94 pullr�can st, sulte DESERT,.RT CALIFORNIA� LI FN � canto anct, ca 9 705 / ?a9 5518 19 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � TfSE bkA+R.iNGti %kE r,llEmDED FOR DENG.r4 DEYEIOP"EN7 ANU PREL WAN AkV STAmES NILY AND ARE r 0T 10 BE USED FOR ANY 01bER PLIAPCA,E si.�:.li As 4:"AL PLOTTWG OR FraAL EN&NEFRING. COPYROGH7 WOMLEY PACHTECrURAi GkOI1P NC.TI4E,,E_-kA wR1 L-S MAY NOT M USE0 QR DL'PLICAIED'R1THt;;ll JiE x;(1;EN PR?.CS, )'a:a: ROMLEY ARCHM—IURAh SRMP W- A-52 CD N 50' 6-0" 50'-0" 6'- " I � CQVEREE) mi H �ATIO NK" , I 5,_7„ x _0„ '-0" x 13' I I I II I II I II I � I I I F r O I I I I I DAVV I 3 II I � IF- PRIMARY lMil BEDROOM GREAT R(DQm' , 16' 8" x 13'-6" ` I� 1 -6 x 18 6 I I o LL I I 4 1 1 1-- 0 - - F — = =CL I M -10 — � � I I — DSO + —REF I L II PREP °°° °°° II °°° °°° II OPT BARN I OPT BA PANTRY KIT H N II II DOOR u► p °� - - - - - - - 3 Q I I I LINEN ° O o n - 61 J Ln o 0 SEAT 10 LINEN Z DRY OFF LINEN 'O I � - - II II I - - o II II CD F, - - - - - - BEDROOM 3 N 10'-5" x 12'-4" 0 � 0 X ° ° 0 O Q. 0 26'-3" HNG �O 30'-9" HNG of FOYER r - -4 , II LAU W l R = II TEEN RO OPTIONAL SPA BATH H STORAGE II' D I ' 7'-3" x 11 '-6" 11 , i LL - - J A A PORCH II 11 11 11 I I I 1 I 1 1 I - - - - - - - I I 1 1 1 I I I BEDROOM �-BAY GARAG �\ 11 '- " x 11 '-9" 22'-1" x 20'-1" ' COURTYARD I 1 I 1 I I I 1 I I 1 1 0 I 1 I 1 I 1 I I 1 1 1 1 I 1 1 I I L - - - - - - - J L - - - - - - - J I I I I 11VT - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I OPTIONAL CASITA I 00 I Lo L - - - - - - - - - - - - - - - - J N O O N PLAN NOTES 3 BEDROOMSFIKSI FLUOR 4 S 3.5 BATHS TOTAL LIVING 2394 SQ. FT. TEEN ROOM •'� GREAT ROOM TARGET 2250 SQ. FT. OPT SPA BATH woodley architectural 04.01 .2021 Q PLAN TWO 2394 SQ ., FT . rou inc J p- G HA-2002 Colorado // 731 southpark dr. suite B MONTAGE GHA Littleton, co 80120 / 303 683.7231 CALIFORNIACalifornia // 2943 pullman St. suite A PALM DESERT Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-53 A-54 04.01.2021 T.O. RIDGE �rv.�►r kL y Y rF { Y F 1 Y 4 Y a1t' 1 'I /i1 T' 1, 6. * `{ AV }1. � � 41 40) �� � � � I [ � � . 4�-'1 T.O. PLATE I [ �1� ak b i I bo r 1 _ FIK FLR. RIGHT ELEVATION 'A' 1 /4" _ '. SPI1 'SH k- r �ij � . - _ l a�IF r I f 3Ilpr * i/"4t ' / i -JI 4 -f , /.``itii�"ti, T" yam} 7�+� L' r �I l•`! . j'# + �[ # t .r 1 y .�% t % i \ /� � L i Ir Y r do logo- I I LEFT ELEVATION 'A' 04.01 .2021 architectural SPANISgroup , inc TAGE GHA G H � Colorado // 781 southpar dr. suits B MONLittleton, co 80120 l 303 68,17231 � �� � �� � CALIFORNIA aalifornia // 4pullmanst. suite s sonto ona, co 92705 J 949 553.891 MOTE. SQUARE FOOTAGE MAY VARY BASED ON CALCULATION MEMODS � 1liESE DkAWNGS ARE INTD4DED FOR DESIGw DEVEtON.AENT AND PRELIMI"RV STUDIES ONO AND ARE 1401 FO BE�.SFu FOR A[w1`OTHER P+1RPOSE-SUCH AS FIMr1 PtOTRNO OR FwAL EKOmEERING, COPYMHT WOODkE1[ARCNITEC1URAL GROUP.INC.FHESE DRAWINC3S MAY N01 BE USET?OR DuPLICMEDWITKOul TF"E EXPRESS WOVEN PER�II OF WOODLEY AKFOIECTURAt GROUP.4NC A-55 - - - - - , - - - z� - - - - - - - - - � 44 I I I I , I I I - - - - - - - - - - - � I rL - - - - - - - - - ! I I I I I I i T,0- PARAPET I I - 10 Ll , ) I q I I T.O. PLATE �00FLINE AT NHANCED — - --� r.o. WIN. 1 I ONLY I I I 00 I "Z I FIN- FLR. 1 4:12 I I � I I � L — � I REAR ELEVATION 'A' L — ZJ 1 /4" - V - 0" F'-,*N 1 ., ROOF PLAN 'A' . Owl w00 l y 04.01 .2021 architectural LAN TWO S ANISroufin TAGE GHA G H - colorc�do // 731 southpar dr. quit B MONlittleton,1r�, co 801 0 J 303 68367 31 PALMDESERT,, CALIFORNIA ca,1fo �a // 94 pullrr�r r3 st. sulte into ona, ca 92705 / ?49553.8919 NOTE- SQUARE FOOTAGE MAY VARY BASED ON CALCJLAIK)N Mn-10oS TFUE DRAWjN(,F ARE wTc-p-DW fC.R DESCC,14 TdEvBLOPMFNT AND-NEUmk4ARY MJCxES i MV ApaD ARE NOT TO 6E uSED FOR ANY,ONER+`il�OS E VjOA AS FWD Pt4DTN64-,Ok FRAL ENCaWEERINCr. C OPYRr HT vyf)CiDLEY p 9-,:H111=CTI JRAL C.RO;JF W..THESE DRAWIP{iw FAY NOT BE FAED IN DI40U.^^.ATE-r WITHI;11T INE€XPRU9 VA r7- N PE�m.SS,s. ;aF'NOODLEr A:,H-f-KII AAL ORCUP %p< A-5 6 I .. r -4 �.. : - _j Jim- Lip 7 7 VA.A 7L r I - - PA Ilk d -35 T.O. PATE - } .. ,_r{ -.. ,. i �. . f 1 �.:# +, -t- :• tn = L L_ ir L - } L L RIGHT ELEVATION ' ' 1/4" 1 ' 0" MEDITEE AI EAf JL - - r -, 4 { f } 1 �. Trr., It 5 E a R , `YT"- - 1 � F 71 F II L LEFT ELEVATION ' ' , 1 /If = 1141 MEDITE RANEAI w0 0 l 1 04.01 .2021 architectural CLAN TKO MEDITERRANEA � group , inc TAGE GHA �H A- Colorado // 731 seuthpar dr. suite B MONL ittleton, c o 801 20 / 303 683.7 31 CALIFORNIA cal�forr�ia /J 294 rn pul� �tn st. suite A PALM DESERT,, santa aria, as 9270 J 949 53.891 NOTE. SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � NESE DRAWNGS ARE INTE4DED FOR DESIGN DEVEEOPmENT AND PRELIMI"RV STUDIES ONO AND ARE iN01 FO EE USED FOR AmY OTHER PuRPOSE,SUCH AS FINA1 PLOMNG OR FimAL EKOmEERNG, COPYMHT WOODkEV►.RCHiTEC15JkAL GROUP.INC.FHUE DRAWN S MAY WOO BE USED OR DuPLICATEDw1THQUT THE E"RESS WRYITEN II'M.WION OF VOODLEY ARCMECTURAt GkOUP.INC A-5 7 - - - - - - - - - — — — — — — — — — — I 12 I :# I I I I I I I I I — — — — I I I I I I I I I I I I I I I I I I � I . T.O. PARAPET I R00FLItYE AT #ITTr - I I ' � ELEVATIONS _ � ir � = ONLY ra roll t I �� - ■ � �* T.O. PLATE - I I I - - - - - - I T.p, WIN, -- �� I I -9w I 1 I 4 7; I I I I IILPO— L 1 1-1— - }: ca FIN. FLR, I � I REAR ELEVATION ' ' 1 /4" = 1 '-0" MEDITERRANEAN ROOF PLAN ' B' MEDITERRA EAf . Or" 001r 04.01 .2021architectural PLAN TKO ME ITERRANEANr0i f MONTAGE GHA GHA-2002 colorado // 71 southpark dr. suits B Iittleton, co 80120 J 303 683.7231 11n o a pull5an 49- ,at tci anaSan , a27051 �P L DESERT,, CALIFORNIA {VOTE. SOUARE FO TA rE MAY VARY BASED ON C:AL JLAI ON MEn100 "++ESE DRAWINC,S ARE wT-cfoDL7 FOR❑U Csf*DEvFLGPMENT AND KBL:FAWARY ETUDES I'M v ah+D ARE NOT TO BE USED FOR AN r OlmFl?+`,IR GS E S IK-A AS I:PJAi P,4DTT4N;OR FNAL E.N4aWEERING. C,.PYRvGHT wf)0 DLEY ARCIATECT, RA-C,R DJF IkK. THESE DRAW VI G3 MAY P sOT 9E uSED rW DI.-PLI.ATED wfTHC,!JT THE EXPRESS WQR'TEN PERmABKW OF wOODLEr A-�C H-13K..MR&GWMIP w[ A-58 Y-0. PARAPET ! y I 4 T.O. PLATE T L i co T,O, WIN. i - L�: Ll c� i 4 RIGHT ELEVATION 'C' 114" 1 '-0" IBC{DLRN i i .EFT ELEVATION 'Cr MODERN oodley 04.01 .2021architectural LAN T O MO0 R � MONTAGE GHA GHA� 002 Colorado // 71 southpar dr, sprite S lIttl�ton, co 80120 / 0 683.7231 DESERT,, + �� I California // puljrr`in suite A PALM Santa ano, cc 9270 / 949 553.891 NOTE. SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � 1 HESE DRAWINGS ARE INTENDED FOR DESIGN DEV aOPMENT AND PRELIMP+AR'f STODIES ONLY AND ARE 1401 FO BE USED FOR ANY OTHER 11 0901A,-%CH AS FINAL PtOTnNG OR Firm.94GmEERIW4- WPYMHT WOODk EV ARCHITEOURAL GROUP.WG-,FHESE i}RAWNGS MAV P101 BE-USED OR DUPLICAIED wiTHOUT THE PWRESS WROTP4 PEPA ON OF WOODLEY ARCFIEC1URAk GROUP,INC. A-5 9 ii r- - i I ��,a-11 1ffi:11 T-a- PARAPET i f� ROOF0NE�AT ENHANCED j I ELFVAT N 14.1 ONty T.O. PLATE 114;ti2 cr T.o- WIN � Iid.Ix 114:12 t CID � r rr LjI Lj REAR ELEVATION 'C' 1 /4" - 1 '-0" ROOF PLA[ 'C' MODERN 40P- nc w 00 I e y 04.01 .2021 architect uralLAN TWO MO ER r0fi � H - �0 Coloradoll1 southpark dr. S u Et e BMONTAGE GHA E #tleton, co 0120 1303 . 31 Calfornia JJA pf1rr suite A toaLM ES CALIFORNIAcanan , cu 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY 8ASED OIL CALCULATION METHODS � I HHE LlkkW-.4G5 AkE IN-EI`IUEQ F)Fe DBIGN MVELOPIALN1 Atjr--FgzLWAW&0 SIviiii 3{*k V ANO Ae HOT TO M MP L,FL:,AN Y G fHER F rip ejsz iijcF AS P+4AL P4C7TP NG Gk FINAL z:cp iGiQ WL i)OL Ll A4?--R'EL I L kAL rkDup IFIC iBE UkA Y NQ I bE JSELT Gk LI-IrL-C A fEL INI1)1 A I I FIE EKI kFS 'h'FYf 1 E-*d►'_RMIS-VON OF Ykt},:]bal Mt i[ :ECILR kI 4kAL,p INC A 60 T.O. RIDGE ell or 41-1 I it ar #: I ' *+ ,� r rl, +' H. + I � ` -1 ;� 'IT 1 4 f TT1 ,i A fi ' I �� Y#' _ 4 I i --`'1] t .Is l �" x .r 5 1 .. r _ I I-+l 1% J+ -%p - I I *,� i"4 ..i ,:x - l-+1 ^ - � : a i - _,� s T.Q. WIN. — .-- � - - ---- — ---- - _ - - FIN. FLIP. RIGHT ELEVATION 'Al PANI H T.C. BIDE TTa , � y ! m.•&4 r1j.4I may. 5 I - _ At r T 9pr-- r _ - _ T.0 - PLATE -+` _14 .-1 i., 4.1 ; , . . �.#� - � - �# ..#� �� i' � � } V� - Cw ' T. _ WIN. '--- ---- -- - -,..- . - - --- —- - �— �- - — -- --J r 1 f IN. FLR. RIGHT ELEVATION ' ' 114" = 1 '-0" MEDITERRANEAN TLC). PARAPET 4 4k 11L� T.Q. PLATE w _ T.0- WJN. _ I 7. do F F 1 n . dsp� RIGHT ELEVATION 'C} 1 /4" = 1 :-a:: MODERN 0 0 l ey 04.01 .2021architecturalLAN TKO EtHANGED ELE ATIONSroei MONTAGE GHA GHA-2002 Colorado // 731 southpar dr- 5uite B I1M.-tor,, 12 r� co 0 / o683.7231 � �.� DESERT, CALIFORNIA caiifor �a // ?4 puIlr�ar-, st- sulte santa aria, ca ?270 / ?49 -8919 [MOTE SQUARE FOOTAGE MAY VARY BASED ON C:AL RATION Mn-100 • TKSE DRA wl"-,S ARE NTPaDED FOR DESIGr+DPvELOPMP491 AMd PRB4-MARV D00 aAj AND AS*NOT TO BERJMD FOr AN ;;THcR PURPOSE SUCH AS FWAL PLOTTO0 OR;:WA4 Erg;rjFRiroG COPYRIGHT'."&ODLE'1 ARC-mTECIMAL G OUP NC THESf DRAWrAGS r-'Aw N01 BE iI.SED OR DUPUCisTED W%-HMJTTK EMMS W.RffTEN PERMIMW OF'.wOODLEY+skCHflXTUR&C'�ftNP rwC A _L 1 N 50' ol 6-0" 50'-0" 6- " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II I � CQVEREE) PATO R NIN , I 5'-8„ x '-0„ '-0" x 13' I � I I � I I I I II I I Fp 0 II I �W I o II ° PRIMARY BEDROOM GREAT R 16' 8" x 13'-6" I 1 '-6" x 18' 6" 3 o co JO I F = = = o —REF L PT I i i P E- II BARN I OPT BAR P,+NTRY KIT H N II [T o III DOOR — \7 LINEN N� I I o o II (T) O DRY OFF LINEN J II II z II II - - - - - - BEDROOM 3 o - i 10'-5" x 12'-4" o� 0 N 0 0 X QOO 0 0 30'-9" H N G °'4 FOYERM � HK M HK HK #0 rR , � FF — , LAU ;II W ,� _ � ; I I TEEN RO0� H STORAGEwl Ilj D i 7'-3" x 11 '-6" A A PORCH ' 0 BE 2 �—BAY GARAG �\ 1 1 '-1" x 1 1 '-9" 22'-1" x 20'-1" ' COURTYARD L — — — — — — — J L — — — — — — — J I- - - - - - - - - - - - - - - - - - L-F- CASITA ° O 0 N N O Lo PLAN NOTES 3 BEDROOMS + CASITA FIRST FLOOR 2638 SQ. FT. 4.5 BATHS TOTAL LIVING 2638 SQ. FT. TEEN ROOM ' GREAT ROOM OPT SPA BATH woodley architectural group,04.01 .2021 Q PLAN TWO OPTIONAL CASITA 2638 SQ . FT . Inc MONTAGE GHA G HA-2002 Colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 PALM DESERT CALIFORNIA California // 2943 pullman St. suite A Santa ana, ca 92705 / 949 553.8919 NOTE:SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE,SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP,INC.THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP,INC. A-62 T.O. RIDGE + 1p 4v w ' +R } "I 1 11 �4 /"'+ " 'kwrVill- { * +r p .1 + 1 . �. E-+,t �"b' w► 1. t%'� '4 r ,y ' •� + * .. �-tiL J*Y' f•- ' v , ., '�'�[ "t ram: i i I i i _+ T.O. PLATE r'. `` . f 1. •,. r` �# ! r_ Y.` a f +. o I .1 ` `� Y r5 .. r , 1 - 'a '' t. r, r. -�r". I + sv F *i '' '°' r ^acv ok T.O. WIN. O Fay" FLR. RIGHT ELE TIOI ' ' + ` } f f J Y* 4 ./ k. *�+ 4 x + -J? I ;+ F� �, ".,ice i J�1� i 'I�'t` iii t #' + r I r . ;T �lA 1 ra L f A y r Y pro .�f iI , '1 'r tiT 1 { * , yl w w, Ab L— I I� 1�: �I ;1r do LEFT ELEVATION ' ' l r4 = 1 : 0:: P NISH o O dley 04.01 .2021 r architectural LAN TKO S PA N IS H O PT CAS ITSgroup , inc MONTAGE GHA G�--f A� 00 coloraldo // 71 so�rthpark dr. suCte C3 littCeton, co 80120 l 303 683.7231 �al� DESERT.. CALIFORNIA califorr�faJJ4pullrnctr� st. sUitEx s sonto ona, cc 92705 J 949 553.8919 NOTE. SQUARE FOOTAGE t'.+SAY VARY BASED ON CALCULATION MEI � TkESE DRAWImI ARE iNTEWDED FOR DESIrw DEHELOPrI ANG PRELIMIr+4:R1f S rLrDiES ONiY AND:ARE ill TO BE USED FOR ANY OTHER f`UROSE,SUCH AS FINA1 PLOTWO OR Hill EKOmEERIPiG, GOPYRiGHT WOODt Ey ARCHITEC1URAL GROUP.INC.WESE ORA IrdOS MAY rJO1 BE USED OR DuPLICAI WITrYOwl Ti+E EKPRESS WOVEN PERMWION OF VOODLEY ARC;rr:Er:rURAk GROUP.+NC A-6 3 _� - - - - - - - - - ��� - - - - - - - -- - 4 4 I I I I I I I I r- - - - - - - - - - - - � I I I I I T,0- FARAPE-r 4 I -. .' I t I ' �f[ i -+ram �-� <� 111 t[— 4 I I `.+yF � �-� i� I � � • }�k �1 � .� �* �� - -*�'*4 1 �� 1 �{� �{ter � �i #1[ 4 4 T,O. PLATE IL I 1 I ROOFLINE AT � o I I ENHANCED --- ---•�— - - -_ _ — - _ _ _ r.0. WIN, ELEVAPONS ONLY co I r I FIN- FLR. I I I I I I I I I I I REAR ELEVATION 'A' J I SFANISI I -- - - - - - - - I I 12 I I I I I ki, - - - -Z -F- -LJ ROOF PLAN 'A, 1 /8„ = 1 ,- " SPANISH 10 oo l y 04.01 .2021 architectural PLAN TKO BANISH OPT CASITA rou , in MONTAGE GHA j H A- C olorodo // 731 So�lthpor dr. quit B littloton, co 80120 J 30 683.731 PALM DESERT, CALIFORNIAiff ornla pU lima nt, �.,[t , AfFSanta ana, co 9 7051 ?49 5 . 919 NOTE- SQUARE FO TAG.E MAY VARY BASED AL JLAI ON Mn-100S � 'aESE[�Ra r.Ir�C:c nQ#t+Tae.T]E FOR❑ESOC f*T�E�EtOPM JT Are:] EL:mV4ARY STUCES 4NL 1 x�ARE NOT TO 6E USED FOR AN r CAMER+`,. 01 E SIK A AS 4:PJ�P1QTTV4-Ok FRAL E.N4aWEERINCr. C OPYRr HE w nC;DLE+`A IY:HI1ECT1 JRAL C.RO;JF W..THESL DRAWIP{iw FMY P SOT 9E LAM CR DI40LI;^.ATM WITH",!lT EIE EXPRE[5'6 rEN PE-j-,.5SiC.N,jF'�+'0rJ0LEr ARfHrTE{'1I JRAC ORMP i< A-64 T.O. RIDGE hk IT -44 40 4FV � . 3La T,O, WIN, L L - b �10 LA L= .l I JL_ 11 ILI FIN, FLR. RIGHT ELEVATION i ' o', MEDIFER ANEAC t +4Q. zjl "-� •. .+ 1 -yam +1 � , � .r � - i .�' 11 1 it , r[ .�'� 1y"T Zj rt r ' r t. *- ins mbmmim� L L LEFT ELEVATION W 1 /4" = 1 '-0" MEDITERRANEAN w00 l y 04.01 .2021 architectural P LA N Tull O M E 0 IT E R R A N EA N O T C AS NTHgroup , inc TAGE GHA �HA- colorac#o JJ 71 southpark dr. suite B MONLittleton, co 80120 l 303 683.7231 PALLal�Farr�iaJJ43puilrnctn St. quite DESERT.. CALIFORNIA� �� � � santo aria, as 270 J 94 53.8 1 NOTE. SQUARE FOOTAGE MAY VARY BASED ON CALCULATION MEMODS � TF+ESE DRAWImGS ARE iNTEWDED FOR l DEVEEOPnl AND PRELIMI"RV STUDIES ONO AND ARE NO]TO BE USED FOR ANY OTHER f`+1ROSE,SUCH AS FINAL Pl OR FINAL EKOmEERIPaG, GOPYRiGHT WOODk Ey►.RCHiTECIll GROUP.INC.WESE ORAWiN S MAY rJO1 BE Ll OR iDuPUCArL D rl THE EKPRESS WR11TEtd P'ER1AsSSiOM OF VOODLEY All I-MIECTURAk GROUP.+NC A-6 5 - - - - - - - - - — — — — — — — — — — I 12 I :# I I I I I I I I I — — — — I I I I I I I I I I I I I I I I I I � I . T.O. PARAPET 4 I R00FLItYE AT # - I ELEVATIONS _ � Ir � = ONLY ra r � s t - ego! LAI ■ * T.O. PLATE - I I I - - - - - - I T.p, WIN, -- I I 1 I 4 7; I I I I II LPO— ca FIN. FLR, I � I REAR ELEVATION ' ' 1 /4" = 1 '-0" MEDITERRANEAN ROOF PLAN ' B' MEDITERRA EAf . Or" 001r 04.01 .2021architectural PLAN TKO ME ITERRANEANr0i f MONTAGE GHA GHA-2002 colorado // 71 southpark dr. suits B Iittleton, co 80120 J 303 683.7231 11n o a pull5an 49- ,at tci anaSan , a27051 �P L DESERT,, CALIFORNIA {VOTE. SOUARE FO TA rE MAY VARY BASED ON C:AL JLAI ON MEn100 "++ESE DRAWJNC,S ARE wT-cfoDL7 FOR❑U C+F+DEvFLGPMENT AND P'RE[;mk4ARY ETUDES I'M v ah+D ARE NOT TO iBE USED FOR AN r Olm R+`,1R GS E S KiH AS I:PJAi P,4DTT4N;OR FNAL E.N4awEERiNG. C,.PYRvGHT wf)0 DLEY ARCHTECT, RA-C,ROJF IkK. THESE DRAW VI G3 MAY P sOT 9E uSED rW DI.-PLCATED wfTHC,!JT THE EXPRESS wamEN PERmABKW OF wOODLEr A-�C H..UKMR&GWMP w[ A—6 L 5 -f T.O. PLATE o T.O. Wind, Ll [. I FI -]- I RIGHT ELEVATION 'Cr 1 /4' - V.0" MODERN ti I I LEFT ELEVATION rC' all ago- 7/4'p = 1 '-0" MODERN 00 l y nc 04.01 .2021architectural PLAN T O ODERN OPT CASIT� MONTAGE GHA G H A� 002 Colorado // 71 southpar dr. suite littlton, co 80120 / 0 683.7231 LullDESERT,, CALIFORNIA Califarnia // puElrr�an st. uit santa ano, cc 9270 / 949 553.8919 NOTE. SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS � 1IaESE DiZAWINGS ARE INTENDED FOR DESIGN DEVFaOPMENT AND PRELIMImARIf STI01M ONO AND ARE 1401 1O BE 1J%D FOR ANY OTHER 11 WCKC,-%CH AS FINAI KOWNG OR HmAl.EptQmEERIW4- WPYWHT WOODL Er ARCHITEOURAL GROUP.INC.WESE DRAWINGS MAV r,101 BE-u$ED OR DUPLICAIL D wiTKOUT TAE PWRESS WROTP4 PER AA UION OF WOODLFY ARCWFECTURAk GROUP.INC. A-6 7 i i T f00;l2 114:'2 '/e°12 n rw T.O. PARAPET R00ELINE Al ENHANCED ELEVATIONS ONLY — T.O. PLATE cr - Lo. WIN- 2 1f 2 FIN. FLR- REAR ELEVATION 'C' ROOF PLAN 'C' 1 f (1' MODERN � o o l 1 04.01 .2021 architectural CLAN TWO MODERN OPT CAS IT� rou inn GHA- 00 col�«d� // 731 OUtrP O rk a r. su it B MONTAGE GHAiirtieton, co 80120 / o 683.7237 ,i , � pullman :�nta a 2705 / 99553P LEDESERT,, na MOTE, SOUARE FOOTAGE MAY VARY BASED ON Ci\UCJLA7K)N MR1tOD r ABE ORA V.IN(,S ne#WTVZLKI FOR B 5Cr4 DEvELMmEYT AND KELI-04ARY MJ[pFS OmL 1 AND ARE NOT TO 6E USED FOR AN r{psiER¢s1AP CYTE S I h.H AS€►4T4 PL47.17#kj.,CR Fp-nL EWC vYEERIN(s. COPYR GHE w f)o DLEY A RC.HIT CTI JRAlL C NP VC. TH A DRAWNNGS P,14 r h ,I H USED CpP DIAPLIC.ATED WITHOUTTHE EMPRESS W;?WTN f'EStu:;;;?v F-f::--:'DLEY ARCHWRJRAk GRUl P +0.i A-68 T-O, RIDGE jI j ! �'•F ` 3 I i i i �I f * 4 1 } FJ�1r • 5 * � / 7 4 i a �+ ' F f Y I 1!1 I I R e I { 1} it 3+ 4 ,4 ' r' � rr-•f 9i'�1 . } '## ..- 1+ * .� f* i '! �€,M II.►•"tr'- "a is + I - IIK7 s .•�+ I i ! ' f" y7r ! :.itr . +✓'�`-k f rr=..� I !"�� # , + PLATE � � I "� � a� � F�- fi� i� . rlC t ^+I � !�' /v �k� � � a �a I ' T.O. YJkN, f- ii ❑D � � _ — - - - � " — I� ill —��� I� - - FIN, FL R, FIGHT ELEVATION 'A� 1/4" = 1 '-9' L01 RIDGE is � ,+ +• ~�" "x- f F *e _ 1j 4 IF ILI -ri#?{ ♦ - `.� � # - + +� TTT �� x; i 51 fifth 11 4 T.(). PLATE •' �'1 .ter}: ..y ,vs is ~�,' 0- it I A La- a U FL_ � - " r O L 1 L I L_ L 1 .� J L �L FIN, FLR. RIGHT ELEVATION ' ' t,0" PARAP�'t -I F I P. L € • - T.C)- PLATE T"O. WIN. FIN. FLR, or RIGHT ELEVATION 'C' ODER'� w00dley architectural 04.01 .2021 P LAN TWO OPT CASITA ENHANCED ELEVATIONSr0 ire MONTAGE GHA GHA-2002 Colorado ll 71 southpark dr. suits B littieion, co 801 0 / 303 683.7231 PALM DESERT, CALIFORNIAcaliforniaJ/ 2948pulIrr�or� st. quit santo ana, co 92705 / 949 553,8919 NOTE. SQUARE F( 0TAGE MAY VARY BASED ON CALCULATION METHODS � THEI, dRnY%Nss ARE IN'-ENDED FOR UE.Srtea t*vF;L PKdN1 ME)F'ktLVmgA$Y ST1f iB ONLY AND ARE NOT To 6E DS6D FGIt ANY GTHR NPK)S= s-j4-•gas MAL rLcMrsr;Cw FlhlAL C(PeWG*4 WOOCSEY A8CHIIECTIAAL GVjUP WC.tPOE DRAWINGS MAY No'I aUSEDCA dLIPUCATM W&RD r1 W WkB&WRFr&4 P RRmr,%"OP wrcX3gY ARC±irtECTLF?AL CROUP WC. A-69 SCHEME 1 SCHEME 2 SCHEME 3 A-SPANISH A-SPANISH A-SPANISH MONTAGE MONTAGE MONTAGE PALM DESERT,CALIFORNIA PALM DESERT,CALIFORNIA PALM DESERT,CALIFORNIA ROOF 1 15%BOOSTING ROOF 115%BOOSTING ROOF 15%BOOSTING PRIMARY STUCCO PRIMARY STUCCO PRIMARY STUCCO TRIM TRIM TRIM FASCIA I GARAGE DOOR SIDING FASCIA I GARAGE DOOR I SIDING FASCIA I GARAGE DOOR I SIDING ENTRY DOOR ENTRY DOOR ENTRY DOOR WROUGHT IRON I IRON GATE WROUGHT IRON I IRON GATE WROUGHT IRON I IRON GATE \ r DECORATIVE TILE 6X6 r` DECORATIVE TILE 6X6 DECORATIVE TILE 6X6 SCHEME 4 SCHEME 5 SCHEME 6 B-MEDITERRANEAN B-MEDITERRANEAN B-MEDITERRANEAN MONTAGE MONTAGE MONTAGE PALM DESERT,CALIFORNIA PALM DESERT,CALIFORNIA PALM DESERT,CALIFORNIA 5 X 5 x ROOF ROOF 54 ROOF PRIMARY STUCCO PRIMARY STUCCO PRIMARY STUCCO TRIM TRIM TRIM CAST TRIM I STUCCO OVER FOAM CAST TRIM I STUCCO OVER FOAM CAST TRIM I STUCCO OVER FOAM FASCIA I GARAGE DOOR TRIM BOARD FASCIA I GARAGE DOOR TRIM BOARD FASCIA I GARAGE DOOR TRIM BOARD ENTRY DOOR ENTRY DOOR ENTRY DOOR IRON GATE IRON GATE IRON GATE SCHEME 7 SCHEME 8 SCHEME 9 C-MODERN C-MODERN C-MODERN MONTAGE MONTAGE MONTAGE PALM DESERT,CALIFORNIA PALM DESERT,CALIFORNIA PALM DESERT,CALIFORNIA PRIMARY STUCCO PRIMARY STUCCO PRIMARY STUCCO SECONDARY STUCCO SECONDARY STUCCO MA SECONDARY STUCCO GARAGE GARAGE GARAGE ENTRY DOOR ENTRY DOOR ENTRY DOOR IRON GATE IRON GATE IRON GATE WOOD TILE WOOD TILE WOOD TILE 40 — — _ STONE STONE i STONE o0 d lea 04.01 .2021 architectural EXTERIOR COLOR SCHEMESr0 , iC MONTAGE GHA �,H A- Colorado // 71 outhpark dr. suite B lirtletion, co 80120 / 30 683.7 7 PALMDESERT,, ,if to , p llr>I ar f. ,it , %-jnta anc, ca 9270.E / 4 553.8919 MOTE, SOUARE FOOTAGE MAY VARY BASED ON Cd\UCJLA7K)N METItOD T++ESE IS NK wTfr.DL7i FOR DE5Cr4 DEvEii7PMEk1T AND KEL7 IINABY STUL;FS i JP L+AN,:)ARE NOT TO BE USED FOR AN r{psiER¢s1RP CYTE S I h.H AS V►4A\L PLCirrkbj ,CR FP.nL EWGr+EERIr+(,. COPYF'aGHE w f)O DLEY A RC.HITECTI JRAlL C W JP 1qC TWOA DRAWINGS P,14 r h ,f tE USED 09 DIAPLIC.ATED WITHOUTTHE EMPRESS WRITTEN f'EM.-ASIC]?i 7F WOODLEY ARc.'mW.RJRAX GRGUP 09 A-70 0 ■ THOUSAND MONTAGE PALM DESERT DINAH 1�7, PALMS SHORE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DRIVE BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, AND A PORTION OF THE SOUTHEAST IO QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, ALL WITHIN TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN. w GERALD FORD SCALE: 1°' = 100' RANCHO Q 100 50 0 100 200 300 MIRAGE oR,�F LEGAL DESCRIPTION S� TF� GRAPHIC SCALE EASEMENT NOTES FRANK SINATRA DRIVE PARCEL A: (APN: 694-300-001-9) w w 1 RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM w Q PALM THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTH- � o N THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE z Z DESERT EAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE o w Y AND MERIDIAN. THEREOF, RECORDED SEPTEMBER 12, 1960 AS INSTRUMENT NO. 79385, IN BOOK 4811, PAGE 137 OF OFFICIAL RECORDS. AFFECTS PARCEL C 0- Q o CAN NOT BE LOCATED FROM RECORD. 0 • I "'' I I I I I I I I I I I I I I I 1 PARCEL B: (APN: 694-300-005-3) COUNTRY CLUB DRIVE I I I I I I I I I 2 RESERVATIONS EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM _' TRACT I NO. �300 o D 1 I fM11 o. �31g/61k3 I I I I I I THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTH- THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE EAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE THEREOF, RECORDED OCTOBER 5, 1960, AS INSTRUMENT NO. 86352 OF OFFICIAL I 715° T>S° L--- ----1----L--�/ , \ -- ----L----I---- ----L-- J-�� �� i AND MERIDIAN. RECORDS. AFFECTS PARCEL B. CAN NOT BE LOCATED FROM RECORD. VICINITY MAP ,_, SCHOLAR LANE WEST SCHOLAR LANE EAST IJ I EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY OF PALM DESERT, 3 RESERVATIONS EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM X' � - - 1 ------------------ - - - - ----- --- ~--------- - - - - ------------- ------ 11 � I A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED IN THAT CERTAIN DOCUMENT RE- THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE NTS ? ,x, -T----F--- ----T----7-- --T---- ----T----F--—T-\\ // I CORDED JULY 16, 2002 AS INSTRUMENT NO. 2002-389550 OF OFFICIAL RECORDS. THEREOF, RECORDED JUNE 10, 1960, IN BOOK 2736, PAGE 56 OF OFFICIAL RECORDS. BE LOCATED PARCEL FROM RECORD. GENERAL INFORMATION 37993 I I I I I I I I I I I PARCEL C: (APN: 694-300-014-1) I Z I I I I I I I I THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTH- Q4 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, 1. EXISTING GENERAL PLAN: TOWNCENTER i I , I ,I , I I�- -j I I a I I I I I I I r I __ L I EAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES, - 1 _______� 1 1 1 1 I P� I I I I I I I I I 1 AND MERIDIAN. RECORDED MAY 27, 1966 AS INSTRUMENT NO. 55493 OF OFFICIAL RECORDS, 2. PROPOSED GENERAL PLAN: CONVENTIONAL SUBURBAN NEIGHBORHOOD � I I I I I I I I u I I I I I I I I -- I z-------- I I I I I I I I I I I I I I AFFECTS PARCEL D. 3. EXISTING ZONING TOWNCENTER / EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY OF PALM DESERT, 4. PROPOSED ZONING: PLANNED RESIDENTIAL - --- � --- �I—--- ---- -- I A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED IN THAT CERTAIN DOCUMENT RE- -+ + + A5 EASEMENT IN FAVOR OF CITY OF PALM DESERT FOR ROAD PURPOSES RECORDED - -� N 89'54'58" E 621.42' -�z� I-— , o I TSAJ I I I I I I I I I CORDED JUNE 28, 2002 AS INSTRUMENT N0. 2002-357980 OF OFFICIAL RECORDS. 5. EXISTING LAND USE: VACANT + sn' T�Tx +� x q I I I NOVEMBER 1, 1985 AS INSTRUMENT N0. 247397 OF OFFICIAL RECORDS, xT,JJ s„.X Tm°x ALSO EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY OF PALM AFFECTS PARCEL D. 6. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL X'=' '��° I� I I I I j I j RECORDED DESERT, A MULYC21AL20�4PASANSTR INSTRUMENT N0TION, AS SET �2014-0268860 DESCRIBED OFFICAL RECORDS,DOCUMENT NORTH: SINGLE FAMILY RESIDENTIAL EASEMENT IN FAVOR OF THE CITY OF PALM DESERT, FOR OVERHEAD UTILITIES, 7• ADJACENT LAND USE: SOUTH: SINGLE FAMILY RESIDENTIAL I I I I I I I RECORDED JULY 28, 1986 AS INSTRUMENT NO. 177402 OF OFFICIAL RECORDS, EAST: VACANT 3n, x © '4 s�=• T X I I I I I I I AFFECTS PARCEL D. WEST: VACANT J PARCEL D: (APN: 694-300-002-0) T,=° L _i_ L �' 8. ALL GRADED SLOPES WILL BE A MAXIMUM OF 2:1 UNLESS OTHERWISE SHOWN =�X © Tom° � ��,,., Q X x TrJ I ,., \ — --- -- --- -— \ � 1 1 �7 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, ' ,n,x T,=, I 1 THE SOUTH ONE HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE AND APPROVED. x WNDFLOWER COURT 1 FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES, _ ,X° PARCEL B ° R, ----- ------- - - --------------�---- �� NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO RECORDED NOVEMBER 6, 1986 AS INSTRUMENT NO. 280713 OF OFFICIAL 9. THE APPLICANT/DEVELOPER RESERVE THE RIGHT TO FILE MULTIPLE FINAL MAPS ns x (694-300-005) 38.00 _ _ _ I BASE AND MERIDIAN. RECORDS. AFFECTS PARCEL D. FOR TENTATIVE TRACT MAP, PURSUANT TO SECTION 66456.1 X' --- T I 7 \ , CJ Tr.J �'°° ��` EXCEPTING THEREFROM ALL OIL, GAS AND OTHER MINERAL DEPOSITS, TOGETHER WITH THE RIGHT 10. THIS IS AN APPLICATION FOR A DEVELOPMENT PERMIT. x TO PROSPECT FOR, MINE, AND REMOVE THE SAME ACCORDING TO THE PROVISIONS OF SAID ACT 8 RESERVATION, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM Tn"� �X, xM �' � I I ter- I ��I I I�1'-� IL �_ I �r-�1 OF JUNE 1, 1938 AS RESERVED BY UNITED STATES PATENT NO. 1209709, RECORDED JULY 21, THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE 11. ESTIMATED EARTHWORK QUANTITIES: SEE BELOW HEREON. Tn, , —I I r—�� 1 >� O =' ° X Tm* T a I I I I I I I I I I I I I 1960 IN BOOK 2736, PAGE 56, OF OFFICIAL RECORDS. THEREOF, RECORDED APRIL 22, 1958 AS INSTRUMENT N0. 28992, IN BOOK 12. THERE ARE NO EXISTING HABITABLE STRUCTURES WITHIN THE TENTATIVE '° Tn° x I I I I I �_______-__�I I I I 11 I I 2259, PAGE 2, OF OFFICIAL RECORDS. AFFECTS PARCEL E. TRACT BOUNDARY X X n° sn.° T,f.° T„° p x °x Poa, -LS ! !I I I CAN NOT BE PLOTTED FROM RECORD. 13. MINIMUM PUBLIC/PRIVATE STREET GRADE IS 0.5% Tom, x a I I I I I I I I 1 PARCEL E: (APN: 694-300-015-2) 14. THE APPLICANT/DEVELOPER RESERVES THE RIGHT TO MERGE LOTS ON THE x 0 � >r, , '_' Q XT 2N.1 xx I 1 I I THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTH- 9 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, FINAL MAPS . nJ x - ------- - - -- -- --- -- -�- -- I FOR PUBLIC UTILITIES, RECORDED FEBRUARY 11, 1966 AS INSTRUMENT N0. 15817 ( ) n 1AJ X' >r.., TJJ ns N 89'S4'46" E 609.62' 'r I I EAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE OF OFFICIAL RECORDS. 15. ALL IMPROVEMENTS REQUIRED BY THE CITY OF PALM DESERT SHALL BE INSTALLED ,� nJ J( fl Q xT I �° �J max, XM7 ° I AND MERIDIAN. AFFECTS PARCEL E. TO THE SATISFACTION OF THE CITY ENGINEER. ��, x,�s .5 2N.1 XT,x� XMT I EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY OF PALM DESERT, 16. ALL PROPOSED LOT DIMENSIONS ARE APPROXIMATE. � ( x„°, n, n ra 11 ,mJ �° x0" Q I A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED IN THAT CERTAIN DOCUMENT RE- 10 EASEMENT IN FAVOR OF THE CITY OF PALM DESERT FOR PUBLIC ROAD AND TAT I XT �I I CORDED JUNE 28, 2002 AS INSTRUMENT NO. 2002-357980 OF OFFICIAL RECORDS. HIGHWAY PURPOSES RECORDED NOVEMBER 1 1985 AS INSTRUMENT NO. 247400 17. THE AERIAL TOPOGRAPHY WAS FLOWN AND COMPILED PHOTOGRAMMETRICALLY B '� ' �°° x I X 5' 1 50' I 1 DON READ CORPORATION DATED MAY 18 2015. sx x � I �' � ��' ".° XM7 I ALSO EXCEPTING THEREFROM THAT PORTION OF SAID LAND CONVEYED TO THE CITY OF PALM OF OFFICIAL RECORDS. ' ' c o '�M' � ' x T I Q7 I Q5 I DESERT, A MUNICIPAL CORPORATION, AS SET FORTH AND DESCRIBED IN THAT CERTAIN DOC- AFFECTS PARCEL E. 18. SCHOOL DISTRICT: ELEMENTARY: DESERT SANDS UNIFIED SCHOOL DISTRICT ,,., HIGH SCHOOL: DESERT SANDS UNIFIED SCHOOL DISTRICT TAX I ' , ° ,�=x ,MJ -I I UMENT RECORDED JULY 21, 2014 AS INSTRUMENT NO. 2014-0268860 OF OFFICIAL RECORDS. 11 EASEMENT IN FAVOR OF THE CITY OF PALM DESERT FOR OVERHEAD UTILITY, 19. THE PRELIMINARY GEOTHECHNICAL/SOILS REPORT �a1^1I ,�°� ,> P I a x 5 I 50 1 0 ' * PARCEL A T�, I PARCE I ALSO EXCEPTING THEREFROM ALL OIL, GAS AND OTHER MINERAL DEPOSITS, TOGETHER WITH THE RECORDED NOVEMBER 4, 1986 AS INSTRUMENT NO. 278659 OF OFFICIAL PREPARED BY: SLADDEN ENGINEERING, INC. 'e°" x >'x' �"° TTJJ '�`ic I RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME ACCORDING TO THE PROVISIONS OF RECORDS. AFFECTS PARCEL E. DATED: AUGUST 13, 2020 3 (694-300-001) p,J, I '_' (694-300— 2) x 7C I I I SAID ACT OF JUNE 1, 1938 AS RESERVED BY UNITED STATES PATENT NO. 1209709, RECORDED 20. PAD ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS OR MINUS 0.5 FEET. X , o I ° ,�, ,�, I 1 JULY 21, 1960 IN BOOK 2736, PAGE 56, OF OFFICIAL RECORDS. 12 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, -1 �° T,=, fl ,�—, I '� T"' X � I FOR PUBLIC UTILITY PURPOSES, RECORDED NOVEMBER 25, 1986, AS INSTRUMENT 21. ALL IMPROVEMENTS REQUIRED BY THE CITY OF PALM DESERT SHALL BE INSTALLED 0 O X .1°I.° T,XJ TIBJ / b C X TX7 ' ' , ° ^ ? o i NO. 299187 OF OFFICIAL RECORDS. TO THE SATISFACTION OF THE CITY ENGINEER. °I Z Xza, X�63 TX° TX, XT"T p�T . i � Z I I AFFECTS PARCEL F. 22. PROPOSED PRIVATE DRIVEWAYS SHALL NOT HAVE DIRECT ACCESS ONTO PORTOLA Q X� I w o AVENUE. "° '�°° I o > a I NOTE: THE ABOVE LISTED ITEMS ARE THE ONLY EASEMENTS a ° x =+ •Q =�= TX, "' �° xTlxT� xms aj '��° co a ' i OF RECORD AFFECTING THIS TENTATIVE TRACT MAP. 23. PROPOSED OPEN SPACE LOTS ARE PRIVATE AND SHALL BE MAINTAINED BY AN � . APPROVED HOMEOWNER'S ASSOCIATION •�� �'— �, �;—— TM.I —— T)RJ 1,,., .T,x —— .T)x, ——.1JRT °?j I x x T� xT,J. XT,J. i 3 I OWNER: X T�=J X ° I ,0 x I UTILITY PROVIDERS LAND USE SUMMARY x > ° XT,J, , X xn° I o o I CITY OF PALM DESERT x�6 ° nJ 1 a � I xM' �ma O % x �, J x' XM4 �" © �° I T,zJ ,xa TX b i WATER: COACHELLA VALLEY WATER DISTRICT 73-510 Fred Waring Drive �'V x �, '� x x o xM, I Z I L I SEWER: COACHELLA VALLEY WATER DISTRICT LOT NO. LAND USE ACREAGE (AQ PERCENT (1) T,x, 2X— � 11 9Q GAS: SOUTHERN CALIFORNIA GAS COMPANY Palm Desert CA 92260 ,'�' '�' x°`° �, x x "�4 T"' o xY ELECTRIC: SOUTHERN CALIFORNIA EDISON ' xme ° 'M 'Mo I �, 5' 50' , I TELEPHONE: VERIZON WIRELESS 1-37 SINGLE-FAMILY RESIDENTIAL 8.81 AC. 37.69% PH: 760-969-1400 �' + Q + ( x- x ® I PARCEL E xM5 1 I CABLE TV: TIME WARNER (9,700 SF MINIMUM) T L Y7e"' n (694-300-015) © 2 I I I 38-63 SINGLE-FAMILY RESIDENTIAL 5.00 AC. 21.39% Q o T°RJ ,ruse 6 —01 X X xM° X X X x xM8 x I (7,200 SF MINIMUM) DEVELOPER: �J 7C , 3 '� �, � �"" ,M_ I �, - p 5 A-G PUBLIC STREETS (INTERIOR STREETS) 5.10 AC. 21.81% GHA INVESTMENTS, INC. d-11 1 12 N 445417" E I BASIS OF BEARINGS H PUBLIC STREET - JULIE DRIVE 1.13 AC. 4.83% n 32.53' I I-U OPEN SPACE - LANDSCAPE 1.96 AC. 8.38%` �° p�� '�� Q — — '� = I � R=1038. Op► Q_11• 11 12" I I V-X OPEN SPACE - RETENTION BASINS 1.38 AC. 5.90% 30875 Date Palm Drive, Suite C-2 xx $ T54'0 E 209.99' — J F, ,J _M, �°" _ - .66' R-062. 00' --_ THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF Cathedral City, CA 92234 INST. No. 2014-0268860 _ PORTOLA AVENUE AS SHOWN BY TRACT MAP NO. 36793, AS FILED TOTAL 23.38 AC. 100.00 % X T c, 7.82' 27.00' 1 Tr.X I IN BOOK 463 AT PAGES 18 THROUGH 24, INCLUSIVE OF MAPS, PH: 760-969-1400 �e9J xM, ,� - - N 89'S4'08" 622.05' —— JULIE DRIVE —? — _— _ N 89'S4'08'� E COLLEGE » � K — ___ OFFICIAL RECORDS OF RIVERSIDE COUNTY, BEING N 0'05 38 W. CONTACT: MARIO GONZALES r ,� o -T---- r t_-- o -- o DRIVE o „•T � � I I y o I o I I I I I T___ _ I I - mario@ghacompanies.com �° ____ I I I I Q� I I ONCTeie , _f___L�I ---T ----I-— I -- \_ LAN ----?; --, ' ;; BENCHMARK PRELIMINARY �o�P ° s ;, I I I I I �l I I I I r--�- 1 I I I; , , i _�___ I ' I PREPARED BY• � J I I I I ( EARTHWORK ESTIMATE ��_��� J. �I I I I 11 II I I I BENCH MARK NO. PD #�101 ELEV. 229.507 � IIII `� I I �I I I 1 LOCATION: �.s. 6588 1 I I I I I I I I CUT FILL CE4�\ / I I J 2/16/2021 Exp. 12-31-21 I --L---- ---- ----L----L---� I I ---1----1---- --------1----i I 1 2" CITY OF PALM DESERT BRONZE DISK IN CONCRETE MASS EXCAVATION 97,686 C.Y. 10,139 C.Y. s� �P X o I I —_ JERI _LANE _—_—_—_—_—_—_— I I ENCORE LANE �- I 1 CHRIS J. BERGH, P.L.S. 6588 DATE: qTF - ----- — 1 CATCH BASIN AT THE NW COR. OF C.B., SOUTH OF THE SHRINKAGE (15%) (12,210) C.Y. EXPIRATION DATE: 12/31/2021 of CALIF \ __ I I _ ___ --- SW COR. OF PORTOLA AVENUE & GERALD FORD DRIVE. SUBSIDENCE (0.17') (3,400) C.Y. 577 C.Y. x - '� / DATUM: NGVD29 OVER-EXCAVATION 74,079 C.Y. 83,339 C.Y. 41865 Boardwalk, NET TOTALS 159,155 C.Y. 94,055 C.Y. M o R s E + I I I I I I I I I 1 I I _ Suite 218 X p�.• I I I I I I I I I 1 I 1 -I 1 I I EXPORT: 65,100 C.Y. I I I I I I I I 1 I 1 1 1 I I Palm Desert,CA 92211 S C H U L T Z Voice:760-674-5776 I I I I I I I I I I I I I I I I I I I NOTE: s� POOL SHEET INDEX UPON APPROVAL, IT WOULD BE OUR INTENT TO DISPOSE OF PLANNERS ENGINEERS SURVEYORS EXPORT MATERIAL ONTO THE EXISTING VACANT LAND, WEST SHEET 1 TITLE SHEET, LEGAL DESCRIPTION & NOTES OF THIS PROJECT SITE. SHEET 2 TENTATIVE MAP & PRELIMINARY GRADING IF SUCH APPROVAL CAN NOT BE OBTAINED, EXPORT MATERIAL SHEET 3 TENTATIVE MAP & PRELIMINARY GRADING SHALL BE DISPOSED OF AT AN APPROVED ALTERNATE LOCATION. TENTATIVE TRACT MAP NO. 37993 SHEET 4 PRELIMINARY WATER, SEWER & STORM DRAIN TENTATIVE TRACT MAP N SHEET 5 PRELIMINARY GRADING SECTIONS SHEET 6 PRELIMINARY GRADING SECTIONS TITLE SHEET, LEGAL DESCRIPTION and NOTES CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA REVISED FEBRUARY 16, 2021 SHEET 1 OF 6 SHEETS 83006\PR0.Rd\TIA1 SHf 1 2/16/2021 rn v Xti X X X r-r N X v ` u RAIDED SWALE, FLOWLINE TO BE ROUGHLY 2.0 FEET BELOW ADJACENT PAD ELEVATION >, G� 'O G� '6' cP d� cP c9 d� 6' cP CPO cS G, J J �+ S I O O �9 F c9 to 6' FC •O 08 X _ N N ^^^ ----------� c0 J cfl N N N _ r CD M noNo FG ' N � � / \ . L oo orn / = co `� �� o 000 / o I mn � Mc� � o 286 6 i X� m c TC O j I Z o r p 10 720 S.F. � X / o o o�'' FS PAD=288.1 �, 1 286. - 16 .411 � \ < I o I o S 9 10 11 12 13 14 15 10,800 S.F. 12,340 S.F. NJ - Z 285.8 N CA w 41 c,•, c,l c,, - PAD=273.2 N cr oo � _________-i I 10,800 S.F. � 10,200 S.F. 10,200 S.F. 10,200 S.F. °' 10,200 S.F. �' 10,200 S.F. 10,200 S.F. PAD=274.9 ; o \ / -_ - - _ 134 FG PAD=284.2 PAD=283.2 PAD=281 .9 PAD=280.7 PAD=279.6 PAD=278.0 PAD=276.6 \ �\ `e \\ o� m < - �� \\ Ln- 7 I L L D O I M 9,916 S.F. 284.8 273.6 ZFG.9 I 1 TC 282.8 282.0 281.9 280.6 279.4 >478.3 276.7 275.3 ❑ PAD=287.1 76 75 5 7 �75 75 75 15 FG 18' - CD O0 '� � I i FG � FG � FG � FG � G O � FG � FG I I� � - �I / L------J o 0 284.3 I� I I I 2TC 7 \ N I o 1 L J 134 FG \ 279.7 TC 2$ 0 282.2 280. 278.E 7�.9 I 27 I , 4.9 I 2.7 271.0 �� ' I O \\ // ----- FS o I 28 S u, FS TC 1 FS FS I F I F I 2� FS - FS n I o \\ // �CD 283.9 FS I i o I �. I ------------- 0\ 1 f 9,916 S.F. --- w N\ / _ n 0 H 1 I - PAD-285.6 v 282.8 76' 281.9 74' 280.6 74' 9.4 74' `" 8.3 276.7 74' 275. 7 ' 273.6 76' 272.3 - r--- - MM :') � 283.5 FG FG FG YG F FG FG FG FG ^^^ \\ /I 11 II . �� o o T 10 OX NCn ° I o 1 I 11 II ---------J � � 2 10 1 83.1 \ N) � I N O I I I I I , , 134 FG v n - I n : I N 20 20 Xti ",,, N I O C rn rn ' � m < -------- ° 22 21 20 19 18 o FS 5 / 282.5 � 25 W 24 W 23 w w w w w N �' - I I o N 9,760 S.F. N 9,760 S.F. N 9,760 S.F. N 9,760 S.F. N 9,760 S.F. N 9,760 S.F. N 10,400 S.F. O0 B��- --- - I I n I r 9,916 S.F. V FS 10,400 S.F. II II N I ^^^ _ y PAD=283.2 PAD=281 .9 PAD=280.7 PAD=279.6 PAD=278.0 PAD=276.6 PAD=274.9 6 -,-�-, PAD=284.2 N N N r-------- j X :� w PAD=284.4 �, - I N W CD Ip, I I I I I CD C5 D �' o 0 o 282.0 c� ��� ---------� ' c) 134' FG ^, cw m �, c> I D N m I N O �' -� mI I o 80' 74' 74' 74' 7 ' 74' 74' 80' O I I I 4 - - N 0 L-------- �I I I� J W - D � � 9,916 S.F. D I I I I o 00 W b A°o __ 0 PAD=283.3 I / i� OQ J w FS 281. �� EVC� o 0 0 0 1 1 f FS `" O li II I �J o j 280.9 cN --- --- -- -J m N c O° t o 134' FG X � o I I w w > 26 27 28 29 30 31 32 33 L------ 14,100 S.F. 10 L 285.5 3 m 10,660 S.F. ,660 S.F. 10,660 S.F. 10,660 S.F. 10,660 S.F. � 10,660 S.F. 11 ,400 S.F. o - D _ FS_ __ ____ PAD=279.5 PAD=278.2 PAD=276.7 � PAD=275.0 �' PAD=272.0 PAD=269.0 PAD=267.0 y _ y - - - PAD=267.3 l 0 1 EVC 9,916 S.F. --- N N N j I j M I ^^ PAD=282.2 N N ^ I I I I � I 00(0 1 N�� �Q` Q / I I � N N I � � � O I ICI N I j I o 0 279.8 279.6 `" I N I I I I I ; 284.7 134' FG TC 10 / �� c 1 I crn II II ---------J FS_ 279.5 278.1 276.8 275.3 273.6 270.6 267.6 265.9 265.5 265.0 I v (OD-) j I i i MVC _ ____ FS FG 80, FG 74' FG 74' FG 74' FG 74' FG 74' FG 74' FG 76' FG i II II I � I �, 278.5 1' I I I I I I \ 2 I i---- I I I D I o 6, �,; 9 916 S.F. \ 27 0 2 0% 27 0 237.8 0.89 AC. 272. - -268. 1 266.4 1 265.6 1 264.7 264.6 V J I I I I N 1 I O PAD=281 .1 279. :v, I I FS I FS I FS TC F P r; p °,' I N I I I o I o o +ri � � Fc _ 4.0% �� 0.9% I I oo ti r 283.2 FS Q34 ti �' I oo m ao I I m iv / o 0 o I N GJ - N J N V I< I< I< I I< UZ Q) II I II J I ao .� N __ 5_T_ __ BVC _ 2�5.8 Xrn �' o STREET E In In I In 2 .0 TC 264.4 J TC m I (,, I I I � :� r j BVC 278.6 TC I `. \ � 134' FG - - - " 2' 1 2 / 2TC.2 ZFG•1 277.7 74' 276.3 274.8 74' 272.6 74' 269.7 � L-----L_ II I II 30' 20' i FG FG FG FG FG I II II ----- 278.4 II II N 281.3 1 FG ------- I I `" S___ - w -- 0 10,600 S.F. 0 - -. ,FS \ 70.0 TW 271.0 TW 268.0 TW II II D PAD=279.9 ^� � �, II II u 0 I 0 � � _ 264.0 FG 265.0 FG 262.0 FG "I t T' �' I o � I f o �I \ 0 37 W 36 35 34 --- 1OOYR. WS=263.0 262.0 TF 263.0 TF 260.0 TF �� N N N N J 1 m n LOT Q w AS I N A BOTTOM=258.0 � _ p o p Cn J I I I I oo :� 0 279 8 12 '-� FG B PEN PAD10279 0 PAD-0277 6 9,990 S.F. 9,910 S.F. I - - LOT V (Z.o AC/FT) I \ o 0 0 PAD=276.1 -__ II I II \ ' MVCFS------- TC 2F6.6 S ACE PAD=273.9 N�� " 0.81 AC �-r OPEN SPACE/ 0.07 Ac. ------ _ o 0.2 AC. - o I \ - 268.0 TW z --K- 90-3'1 T-W----Y9 Y.27 EX. 8' SIDEWALK (257.7) FG N RETENTION 262.0 FG I w co-90 ---- - ---- ------ - -- ----�'~----- V J \ �, _ `�' c Cn °j --- Can �� 261.18 EX. 5' C&G ( ) c,� 257.23 TC N N \ 260.0 TF '' i� ( ) 258.18 ( ) O0 \ r �' TC TC °° 256.56 FL Cp SHEPHERD LANE n �, �� I 22 Ac. ��- _ , / - ( ) CD 2.0% 60 74 60 I I 12 cP N ^^ , I - 5. m cNJO n W J \J N .14 NS 273.9 N ry n�'/ I N 261.38) SHEPHERD LANE �) 4. % cVn FG rn rn ao / I N N v I I I� TC H P -----� I - - ' a6 Im m N oY I rn rn rn Iln o ---------------- ---------------- HH m ao / I iv - - ------------------ � \\ z cn� 1 �8 Y6. o< mow/ I D oo II O0 =------------------ CD CD CD Cn . _ _ 0 PREPARED BY: TENTATIVE TRACT MAP NO . 37993 M 0 R S E 41865 Boardwalk, SCALE: 1" - 40' PRELIMINARY GRADING PLAN . Suite 218 Palm Desert, CA92211 40 20 0 40 80 120 CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA • S C H U L T Z Voice:760-674-5776 REVISED: FEBRUARY 16, 2020 PLANNERS ENGINEERS SURVEYORS GRAPHIC SCALE SHEET 2 OF 6 SHEETS 83006\PRELIM\TTM SHT 2 2/10/2021 I 00 Q -�N, � � " CIV 'I IAU-2/9.0 NAU-1//.b PAD=276.1 --�I1 LV I I V 276.E 276.E . �0')00 0.81 AC" c O F S ACE I o 11 MT H I . 20.0 7 AC.OPEN SPACE/AC. -6 � -W --- 9 r27-L--EX-. �8 - SI-DENALK-- -2-57-.7 FG 268.0 TW 31 RETENTION 262.0 FG � 600 TF E C&G (258.18) (257.23) TC----- ------------- - - =- N -_-_�.-^Nv-^_- . r,-Nrno°i N° 2.0% 00, 22 AC. TC TC (256.56) FL 60' 74' 60' 12'� $ ° Nj 000 CIO 14 FS 3.9 261.38 � 727 7. LANE N 1 Cn 00 ji rn _______________ rn1 --- - --- -- SHEPHERD � O F 2660 XNBVU 38 1 11 - rn I I N 'p "A' _U oII 124 6 1 , S.F. r O o s � 273.2 266.0 7,870 S.F. PAD=275.2 o FG I s PAD-266.060 Ln X N o0 o-000I I 272.E N � ti- UN o � 0 j°° oQ j 265.2 FG 129' CD 8,200 S.F. °° r----------- PAD=275.9 -- ---- INN) N NJ X R/W I -1_ ' R/W - W ------ _ 39 N 90 II C 72' 272.2 CD, 0 CD, - - _ I I I I I ^ -I I I I N � o I o t �FG 7940 S.F. �, � „ . 52, 6.510 ---------- II I I rnI 1j-No 1;I 13/0' NN 9,380 S.F. . � � -___\I/I�_\//\\n\_/�/_/1IIIIII DI�_�IIIII1III1IIIIIIII1I_IIII1III1IIIIIIIIII1I 1IIIiIjII1iI�IIIIIIIII _IIIIIIIIIIIIIIIIIIIIII I IIIIiIIIIIIIIIIIIIIII IIII I I I -_o ° -_-D_ -_-_- - = 6.5' 26' 2 6 ' h AD=273.9 PAD=265.0 D 20' 12' 20'4.5 oo cn , 272.0 G II 2 O0 FG 127' 26G.5 L---------6 __m EVC 154' 36' ZE � rn -a D I 8,040 S.F. 125' I� --- 72 R/W STREET SEC T 6I6 O..55 ' 'N PAD=275.1 -,� JULIE DRIVE40 I J 47 1 . (CITY STD. 308) _-___----- 71.8 w � ' S.F. 263.7 M oo I 9 127' FG ,880 S.F.SFPAD=273.3 I PAD=265.8 o o 271.6 I R/W I 12 'R/W 27FG 1130' I ' 84' FG 128' 1 61 ------ 12' 60'n D NG ti L8,040 S.F.N • rnco� 6.5' 30, 30' 6.5' �PAD=274.3 1 I 0 Al2C' c_j E------ cn 2 12 24 Z0 N 4 I Ilfr.� 271.3 8040 S.F. I oo o II 1 7880 S.F. cg rn rn cn II 126 FG PADL272.9 cr P P P' , PAD=265.0 0 271.2 STREET- SECTION 263.2 CA) ' PROJECT ENTRY STREET A M �, (CITY STD. 308 MODIFIED)60 W I � 1 o G o J o 8,180 S.F. 3 ACC I oo NJ N 4 IIo I PAD=273.5 R/W I R/W -O00 j ; L' - 8,000 � NTIO 56CD 7,880 S.F. N - - - ; 270.9 L T' " FG PAD=2f�F. .5 PAD=264.5 SIN B 10, 36' 10, 127 ' WS=258. _--_____ 18' 18' 270.9 28 ---- FG 127' OM=254.0 0 NNFG 262.E . )59 FG --I C-) � N 8,420 S.F. 56' R/W STREET SECTION PAD=272.8 C„ I (CITY STD. 307) fl • oo 8,400 S.Ij. O0J 7460 S.270.6 PAD=272.2 L--------- . CD I PAD=264.1 FG N c 129 =1 � 270.5 1 r `no R/W I R/W 50 125' r' rn Cn w J 7 36 7, 0 TS 0. 3C 18' 18' 58 rn 8,540 S.F. Cn 263.6 TC C I PAD=272.0 n I E1^ rn N 270.4� '56 N 50 R/W - STREET SECTIONFG127' I (CITY STD. 307)iv i� P L _ I ' II 0) I I I I-----� 4' 260.7 64' PROJECT SUMMARY: 57 269.0 267.01 6 .6 6 262.2 64 O C) CDm FG I FG X� FG FG 260.08,440 S.F. a 259.5 N PRODUCT A LX SERIES PRODUCT B Q SERIES o I FG PAD=272.2 � LOTS 1-37: LOTS 38-63:J x rn 41. 270.9 OJ o LOT COUNT. 37 LOT COUNT. 2 6 126' i MINIMUM LOT AREA: 9,700 S.F. MINIMUM LOT AREA: 7,200 S.F.o j ; ) TYPICAL LOT WIDTH 74 FEET TYPICAL LOT WIDTH 62 FEET� 1 �_______ 00 , 50 ID z ` CD 8,140 S.F. 8,140 S.F. 8,140 S.F. 8,140 S.F. 8,140 S.F. TYPICAL LOT DEPTH 132 FEET TYPICAL LOT DEPTH 120 FEET 7,760 S.F. - Cn PAD=270.3' SIAD=268.3 PAD=265.9 PAD=263.5 PAD=262.0 r � 20' 56 X PAD=261 .3 10 w " N� � J BUILDIN SETBACKS: I JJ00 D O co co D=2ILL LOTS 1-37: LOTS 38-63: oo 00 O vO c,4 cI N N CO FRONT 20' FRONT 20' � J 8 SIDE 5' SIDE 5'270.9 C-)0t L' C -TFG 64, 64> 64, 64, 64, REAR 20f REAR 20' SPACE- T LOPEN LO PEN SPACE BUILDING ENVELOPE: _=__ LOTS1-37 LOTS 38-63 ------ --- __ __ ____-- Uri cr cn 60'x8O' 50'X8O' N 0') M cr cn 10, WIDE TUBULAR STEEL cfl co 9 FENCE TO ALLOW FOR Cn 60 L„ 41 � O �' " "' U 6O' 5O' EMERGENCY DRAINAGE �PORTOLA � AVENUE n= r n90+0 92+00 9 +00 94+00 �5+90-------- ------ -97+09------ ---- ----------- - ------ ED - --- ---- --- - --+ + + ----- -- - - --- ---- ---- �- Cn Cn NN NNO N Nn Nn ----- ----- NN N------------------ -- ---- Cn 0 60 �0 � p .1 00 Nw c0 v 60 6) w o O N `n rn Oo C �' A w O j O Cn � ��rnw P C O m , 60' 50' d 10 ------------------ PREPARED BY: TENTATIVE TRACT MAP NO . 3 7 99 3 M 0 R S E 41865 Boardwalk, PRELIMINARY GRADING PLAN DSuite 218 SCALE: 1 - 40' C H U L T Z Palm Desert, CA92211 40 20 0 40 80 120 CITY OF PALM DESERT RIVERSIDE COUNTY, CALIFORNIA Voice:760-674-5776 - - 2 . -- REVISED: FEBRUARY 16, 2020 PLANNERS ENGINEERS SURVEYORS GRAPHIC SCALE SHEET 3 OF 6 SHEETS 83006\PRELIM\TTM SHT 3 2/11/2021 ----------------------------__0----------- ---------_01�------ ------------------ SCHOLAR LANE II II II II JOIN IIN EXIST. X6_;6ISI;I 0T_ III._ 8"V_C_EP_II IIII SEWER 252.30 F (243.75) INV MONTAGE-TRACT NO. 37I_9V 9_II 3 E_II T_r O_INSTALL APROXIMATELY 170 L.F. 8"VCP SEWER 257.70 FS 248.00INV 271.00 FS _ v�IIIIIIIIIIII 11 �JIiIII1111I1IiII1III1i 11I1 1�IIIIII;11II1 i111I1uII 11I��1IIiIII1111I1IiII1III1i 11I1 1�IIIIII;11II1 II 1I1I1111111II1iI1I1III 111��11I,,I11II1Il, 11l111i1liii' ;i1III;1I;;I,I1�,�,;I;�;,,•1;;;;;,1�j;;1�;;;;;�I . I1I1111IIiiiI1II1n1IIII1 II1III1I II1I�III1II1iIiiIInII1 111IIII I1I1111I IiiiI1II11II II1 II1III1I II1I�III1II 1iIiiIIII1 111I1II � E,IIIIIIIII1 11 I1II I IIII I R/W EP A RE II D 11B ' �O J 1 R/W 263.00 INV 56' 17 28' 28' B 10, 18' 18' 10, 9'2 4' 6' 6' 12' 9' 6' 4' LU URA HO° 30275 10, LOT E) OPEN SPACE CB 6' CONC. a Mo ° SIDEWALK 6' CO NC. LU 1 2% SIDEWALK` 2� L---- TYP. JOINT DRY 11 11 i--TYP. JOINT DRY UTILITY TRENCH16 33 UTILITY TRENCH Ilk ,,-PROP. 8" � D WATER1,,``--- ------------ - -tJNMLdWER.-- i -------------------------------- 6 CURB 6 CURB & GUTTER & GUTTER PROP. 8„ PVC SEWER QPROPOSED 15 STORM DRAIN19 32 1 � - I i rJI i I � I r----- TYPICAL SECTION 56' R/W LOT V J U_ (CITY STD. 307) L OPEN SPACE/ I 16 I I I 1 I 13 I NTS 15 I I 1 I I II 12 I I I 11 RETENTION ---------- 14 L-------- I I 1 1 10 9 BASIN A L14 20 31 `__--- L___________ I 1 IIL- L--------J �---�� 257.25 F IM 11 (249.43) 277.50 FS LOT X 13 268.50 INV LOT W LEGEND: 269.00 FS RETENTION BASIN B261.00 INV ui PROPOSED DIP WATER MAIN259.00 F 0IL34 251.00I 5 1 1 EXISTING WATER MAIN RpI ;49 w t PROPOSED MAIN4829 EXISTING SEWER MAIN 22 266.00 FS (259.66) IM 258.00INV 47 � (251.98) I�1V PROPOSED STORM DRAIN46 0 1 1 11 35 4 ; CB E PROPOSED CATCH BASIN 44 �23 28 262.00 Fs 254.00INV 0 52 36 OPEN SPACE 10 24 27 NJ 53 DZ 03 37 di 38 39 40 54 11 9 25 41 II 278.80 FS 42 286.50 FS 283.80 FS 268.00 INV L 269.00 43 274.0 FS 278.00INV 275.80INV OPE INVSPAC a OPEN SPACE LOT M 5 270.00 FS z i zi li� 0-262.00 INV 271.00 FS 263.00 INV CB CB SCALE: 1 60' 8 7 6 5 4 3 2 1 (269.70) IM 60 30 0 60 120 180 J 63 62 61 I; (26200) INV 60 EX. MANHOLE 5 GRAPHIC SCALE (277.96) RIM 58 286.20 FS 57 56 269.87IN280.0 INV V LOTJ OPEN SPACE JULI LOT K OPEN SPACE - -------- -- I r ---�;�;II EX. MANHO (273.60) RIM (26568) INV�I --- --- --- . S 41865 Boardwalk, COLLEGE M O R S E -- Suite 218T '-------- DRIVE Palm Desert,CA9 22 11L C H U L T ZVoice:760 674 5776 J-------, I r------- -------- I L-1I rr r-------1 Z ------z__ Ilr------z_ I _s---- 1 II 1I 1 1 I I I I PLANNERS ENGINEERS SURVEYORSJ 1r J r_J--- -� JL----I TENTATIVE TRACT MAP NO . 37993 PRELIMINARY WATER, SEWER & STORM DRAIN CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA S LLJ L REVISED FEBRUARY 16, 2021 SHEET 4 OF 6 SHEETS 83006\PRELIM\TTM SHT 4 2/10/2021 17 / (PAD=273.7) / I I I I I I I I I I III II I II I II II 2 0 I 22 (PAD=26 6.3) (PAD=261.3) ( I PA D=25-7.7-)19 I 1 121 1 23 24 J 1 (PAD=270.1) I AD=267.8) I(PAD=272.3) I I (P II 'III" IIII IIIIIII L-----JLJ ---- ----- I IIIII IIIII I LII TRACT ----- II I II II I I II I II IIII IIII III IIIII IIII�I I 18 L----J h IIIII I ----- B DHR Y. (PAD=273.0) R � � �� O. 0095 V 319/61v6 WII a278.60 278.6 79.5 279.00 278.00 TW 277.20 W �276.70 275.40 W 266.90 T 10'0W (247.11)TC W ____W00 0 20' 12' ( 5F 27520FG W MIN. (265.90)Tf I (246.48)FLT 10)T 0)T272. F (272.10)Tf 272.50)TF (270.70)Tf (270.70)TF 267.2F (256.70) TF(27 . f 295 295 I-------------- _-----�5 LOT 8 SLOPE VARIES 4'----- N 1--- -------�- FF=286.77 LOT P 0.31 AC. OPEN SPACE 911 II In � PAD=288.1 290 r_oenEnSWALE I I17 WII FL=286.1t p - LL------------- C ii IIIIII-II`2�-6�1�,I,11III II1ILIIII. III1III C12, � - III III-IIII II1 II1 I1 I1 �N�� II\II\`\\���jII---L-------�------------I ------------------- IIII IIIIII1 IIIIII1 I IIWI PAD=273.2 I II a 285 285 STREET D 0.33 AC. W EXISTING GROUNDF 126' I 280 280, ------ 0.07 AC. OPEN SPACE 1 11I10 11 ,40' SECTION A-A TRACT NO30275128' oG M-8. 323/17e10 16 ,o,soo S.F. 18 33 - 32 PAD=274.9 10,400 S.F. 11,400 S.F. BID PAD=274.9 PAD=266.4 I IC (261.00) ll (2 4 ) TRACT - ---------- __� ------------4111104 LAAER-GoIfi1------------- - - - T / / IIII IIII I�IIII(253.21)TCI1II 11II BDRY . 136' 1 1 1 I \ \\ LP 252.40 FS 132' 144' 261.28 -2602 TC 671 TC 255 TIC _254.65 C TC--- 54.34 TC SIDEWALK 15 54.01 -,C / 10' 20' 20' MIN._ II rrLOnTn n1-. 010,200 S.F. 19 1 1 32 PAD=276.6 9,760 S.F. 10,660 S.F. f�INI Q�AR cF-TRAu PAD=276.6 I I PAD=267.8 290 I : All-- 290 I I s2s. 6' WALL LOT V 262.70 FG n • 136, 0.81 AC (261.80)TF J L I �1 H I- �7J IIIIIII11I1I1iII11IIIIiI11 rIIIIIII1II11I�;IIII1FiIIIIIIIIIIII1�-^�J'--IlI1111j11I111i iIIiII-I 132' a II111I111I1II II1 II1 IIi1I1 II I --1-44' 6 2 - ---- ■ � 2 6 2.40 Tw II Qo I IIIIIIIIIIII iIiIII IIII11II�I IIIII IIIIIIIIIIII iIiIIII IIII11II�I IIIII(23Luo3o icQ~ IIIIIII II III I I IIiIIIIIIIIIIII iIiIIIIL I I\III 1I1IIII IIIIIII�1;III II1iiIIIII iII1II I1II1Ii IIiI1'I1IIIII1II�11,IIIItI'IIII,II1I (z2s62,...8s54 TFCS I1I11IIIII111�II"I IIIIIIIII IIII1II1IIIII1III I1I11IIIII111�II IIIIIIIII IIII1II1I IIII1III - -- - - - --I ---- --I A-I '. I - ��-cL.- i: I---.- - - ,I. -1 -r�r-coj� . �oi 1 11255.22)TC 285 I � - - BASIN A _ 285PEN SPACE/ .. GRADED SWALE I PAn_2Q3IRETENTI .2� 1 '14 1L 1 916 1 13 1 I " I I I PAD2594 1 I I (2555)FLIPI a. =262.0) 14 _______ 1 (PA I (PAD=257.6) ( 1 1 I I (PAD=260.7) I . I I I (PAD=257.1) I (PAD=256.6) 1 280 280"^ 10,200 S.F. 1 1 `----J I PAD=278.0 9,760 S.F. 10,660 S.F. j - 1 1 -- --i L------_PAD=278.0 PAD=270.0 L- J L---J L EXISTING GROUND�� 1 266.50 TWP �0 275 275I 1 1 268 LA 267.80 TW 265.20 TW 262 0 FIG1 2W. Q FLU 136' 261.80 (260.00)TF 259.20 F (257.10 F WT0)9. 132' 1 563(261.30) (258.70)TF 256.60)TF (256.90)TF 256.40T )TC SECTION B-B 0) FIG02622TF 6 W3W 180)TFIG 26 . F (255.63)FL EMERGENCY OVERFLOW I I OVERFLOW 13 W0,45 AC-. --u LOT X21 LOT W a - 10,200 S.F. 50. 0.43 AC 0.15 AC (258.09)TC 257.31 FSPAD=279.6 ---- 11 1 PAD0 S.F. PAD6 . RETENTION TRACT BDRY. 136' Lu BASIN B 132 14C a50 W 10,040 S.F. I I 49 62' ° W 56' 7,620 S.F. � PAD=274.2 1 1 7,870 S.F. 48 PAD=260.6 z 10, 20' MIN 1 N N 11 m b OJ 29 56 w II W0 '= 1 12 22 I I� PAD=266.0 I MIN. REAR SETBACK P9,38o S.F. 54' O Io 10,200 S.F. 9,760 S.F. 10,660 S.F. � PAD=265.0 � LOT 16 W o = 11- 13 ' �, IIo oo° PAD=280.7 PAD=280.7 PAD275.3 6' WALL m 47 28o 280 51 . H I 7,880 S.F. - (25 .05) FF=275.5735 7,880 S.F.132' 144 PAD=265.8 45 7,920 S.F. 10,100 S.F. - SAD=2z4.� . 44 7,880 S.F. PAD=262.0 PAD=276.0 PAD=264.5 7,460 S.F. o 275 275f O PAD=264.1 EXISTING 1 23 1 1 28 GROUND I � GRADED SWALE 10,200 S.F. , S.F. 10,660 S.F. 270 FL=272.9E 270 PAD=281.9 PAD=281.9 PAD=276.7 135' 62' O 52 " 62'Q 7,920 S.F. SECTION C-C I 136' 132' 144' 36 PAD=263.5 60, (261.97)TC PAD=277.5 (2 66 L PROFILE SCALES:8 AC.10 24 274. 1 0 '- I OPEN SPACE S.F. 9,760 S.F. 10,660 S.F. 135' _ _ - 53 HORIZONTAL: f=20' PAD=283.2 PAD=283.2 PAD=278.2 53' 62' 62' 7,920 S.F. VERTICAL: f=10' 62' PAD=265.9 jo 136' 132' I 1W 52' 10,000 S.F. LL LU PAD=278.9 I LIw > 38 39 0 54111 40 9 25 I 26 8,140 S.F. 7,940 S.F. N 8,120 S.F. 41 7,920 S.F. (264.54)TC W10,800 S.F. 10,400 S.F. 14,100 S.F. PAD=275.2 PAD=273.9 42 PAD=268.3 (263.87)FL120 PAD=273.3 8,040 S.F. I --- - 43PAD=284.2 = . PAD= . 6 PAD=272.9 8,000 S.F. 8,400 S.F.PAD=272.5 - Q LOT Q OPEN PAD=272.2 1 J 132' 021 AC. SPACE O a aLOT M 0.05 AC OPEN SPACE 62' 62, 55 s2' 7,920 S.F. fie' OL 62' . (L � 5s' 1.71 AC. BSTREET 0.02 AC � 1 (zsss$)�s(z G (266.45)FL80' 74' 74 74' 74' 74' 74' I ' SCALE: 1 60' A I A ss' z ss' w 60 30 0 60 120 180 I r 0- I 66'7 6 5 4 3 2 ss' 76' 9,916 S.F. 9,916 S.F. 9,916 S.F. 9,916 S.F. 9,916 S.F. 9,916 S.F. 10,600 S.F. 63C3 62 GRAPHIC SCALE8 PAD=287.1 PAD=285.6 PAD=284.4 PAD=283.3 PAD=282.2 PAD=281.1 PAD=279.9 p O 8,200 S.F. 61 N 8,040 S.F. 60 PAD=275.9 0 N oo 10,720 S.F. PAD=275.1 8,180 S.F.PAD-274 59PAD=288.1 PAD=273.5 8,420 S.F. 58 57 56 (269.69)TC8,540 S.F. N - PAD=272.8 0 N 9,320 S.F. Oi PAD-272.0 PAD-272.2 PAD=272.2 (229.02)FL - ---- ---- � --- PREPARED BY: $o 7V- 4 - 7' 74 4' 4 4 LOT J 0.20 AC OPEN SPACE 12' 66' 41865 Boardwalk, ' II 272.06 TC M 0 R S E 66 66' 63' ,271.25 FS I Suite 218 LOT K 0.21 AC I Palm Desert,CA 9 2 2 11 _______--_ C H L T Z Voice:760 674-5776 --------- 277.96)RIM (278.45)TC EX. T EWER (277.67)TC 91+ 4.84 PORTOLA=269.87t INV. 26+ 3.07 JULIE DR (275.85)RIM JULIE DRIVE 10+ 0.00 COLLEGE 27830) _______ ======= - _ PLANNERS ENGINEERS SURVEYORS TC ------ 27s..I-SL-0PENSPACE � T -- COLLEGE IDU _J1_�_11 -_-_-_-_�_II_ II ___II_II_ �___tOII TTII- II II1 - ---1� --11 -- �I IIIIIIIII II1I�1I1I� h Il I1 11I-__ -,� -------- ------- ------ ------ --- - \ I (273.4 293.60W 293.37 W 292.20 2.20TW296.10 TW Y 288.20 TW 287. FS �D� ��R/ IVE 7 W = (274.13)TC FIG 28�?? W .00 TW 7 286�30 TW(20?1?0)TF (289.90)TF 289.00TF (288.30)TF (287.60)TF 286.70)TF (284.20)TF (281.80)TF (281.80)TF TC (280.20)TF (279.70)TF ?�(279.00)TF ooFG ---------- (27s.70)TF 285.60 TW s- - ???,??FIG 284 90 284.?7 8420 W� 17- (2 . or � FG FG 3 )TC?r i---- L--1I-�- r- 2?�?.?? . TENTATIVE TRACT MAP NO . 37993 1 r 4470)Tf ( 273.$ )FL r-� LIMINARY GRADING SECTIONS CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA I (246.35)TC 245.55 FS 0W 100 ( FEBRUARY 16, 2020 SHEET 5 OF 6 SHEETS 83006\PRELIM\TTM SHT 5 2/16/2021 EX. 6' WALL - TRACT - 278.6 TW BOUNDARY --- TRACT TRACT I - E BOUNDARY R - LOT 17 BOUNDARY EX. LOT 18 /W MIA 20' So' I ——''— — 280 - - 280 275 275 270 H 270 2 FF=273.87 275 - .2 - 275 270 270 265 _ 265 M263.0 =266.97 REDESTRIAN ACCESS 270 270 265 - 265 260 _ 260 BOT.=258.0 265 265 260 260 255 255 SECTION D-D SECTION E-E SECTION F-F TRACT TRACT BDRY. BDRY. LOT 31 R/W ST. E R/W COMBINATION FENCE/ � SHEPHERD PERIMETER WALL I EX. 6' WALL 275 — 275 275 a 275 R/W R/W : - PROP. WATER 270 270 270 N cv 270 265.0 o °O 0O 265 265 265 265 o 1 0100 WATER SURFAOE _ 263.0 PAD-262.9 260 T 260 260 _ 260 �.- - 255 4:1 �. 255 255 255 SECTION G-G SECTION H-H LOT 30 R/W � sT. E LOT 34 R w I LOT R � 280 20 MIN. 28 280 TRACT TRACT _ 87 BOUNDARY - - BOUNDARY 275 - - 275 275 LOT 48 28' MIN. 24' I 34' - 275 275 12 275 270 270 270 270 270 270 265 = 265 265 265 265 - �, 265 �� . ❑ADFF =262.9 260 260 260 SECTION J-J 260 26o SECTION K-K 2so SECTION I-I EX. 6' WALL 293.0 TW EXIST. TRACT PROP. TRACT 295 BOUNDARY 295 29022 LINE 290 BOUNDARY 42' S2' 285 12' 285 290 a 290 285 285 r -288. r; C) FF--201.37 69 �L a - WROHL 280 280 285 =PAD=28�2—285 280 280 _ FF=1=Ta.97 - 275IN, PAD-273.5275 280 280 275 _ 5.3 275 SCALE: 1" = 60' 270 270 275 275 270 270 60 30 0 60 120 180 SECTION L-L SECTION M-M SECTION N-N GRAPHIC SCALE PREPARED BY: LOT 40 LOT 45 20' MIN. RETENTION BASIN TRACT BOUNDARY ,—''— 41865 Boardwalk, R/W � ST. G R/W LOT W M O R S E 280 280 270 270 TRACT Suite 218 _ VARIEe--�# Palm Desert, CA 92211 • — LOT X BOUNDARY ——— • S C H U L T Z Voice:760 674 5776 -- 275 - 275 265 265 270 EN SPACE 270 , °O U _260. PLANNERS ENGINEERS SURVEYORS N U � 270 270 260 260 265 = , 265 265 265 255 BOTTOM=254.0 255 260 260 260 SECTION 0-0 260 250 250 255 255 SECTION P-P SECTION Q-Q TENTATIVE TRACT MAP NO . 37993 PRELIMINARY GRADING SECTIONS CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA FEBRUARY 16, 2021 SHEET 6 OF 6 SHEETS 83006\PRELIM\TTM SHT 6 2/12/2021 - k 4 i+-` ,■:++4-• 7.: r-M .f �R •� .r+. ate- 1�+�. __—_ r .. .�, 'Z •, - r - - - _ � 7r.•.; ' � -- � _ -- - -- - ----- - -- -- -- - - -- - - - - - G� ERALD FORD DR f - �' ri -• ,-, r ! - _ ■ , -�� -. ti'•r-'."'�'!�l�f.�'lr:y�.'�,�� y�`ri.•. "qi �%:�� ..� .- �.. r � � _ • . + r- llt[,fyyp � �ry1�.�i._?i_'�o•�3"•• r i77f �•j' ti i �rcr r c -w a r W. Ymp 1 �S•:ir4J1. 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R • ' ir rlbmpL 'I -Y - MAR I owl MONTAGE - COVER SHEET ^ -2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L- 1 1 1 I + ■ I 1 1 ( ' T j -- F 1 1 ! r I+ rr - i Can dr ► s I I I I I , � 1 � ,, ' + �~ . �'� _ wry i i i k * �•IM � � � i ' 4?] i } ti- - �� ~ ti�rr �` r.:' ,Fa".._.«--�'• i i i , 1 R ti R ' ` ; 5 I ! 1p !. - - ��•s�� 5 1 ' �i- �� s Orr + �•��� ' L' i 1 1 ; i i I i .. - � � I . 1 r - - - - - - ,� 1 � + I ''�, �• �� � 4 ,I ' Y�■ - I i i ; , ---------- - ---------- - - -- - - ------ --------- ---- - 1 t I 1 'l 1 1 I I I •... i.y 1 1 i 1 1 I I I I •1 1_��+ ` �I 4 I I pp 1 I I I I I n•ooa I I ... r � ".ti1' I .. \ I-' - I ; I 1 ! err •'- rx, ! •v .-ry - - - ` ', { _ 1 T-T i ------------------------ — ----_ ----^----__•-__���»..,�.._...--..r------ - ----- -------- �''� ' , --- ._------------•" ----- F--___� j ■ f k.' �.d� 1 i -------- 1 I ! .. ..., .......... y�I 1 I'I I 1 I ! •l''1 ...................... .. ...... i' _•Lr+r '- - • i ,i .... ................... iW ■ � 1 I 1 ' 4 5 A + 11 i i it • t P E N .S:PAC E I r ' 13 r RET 9 • �ara �` 1# E N T;�.;Q N':':;B A S:I N; .. ■R e ; r -I 1 I I I I ! 1 I i I I I •ry _ — . ! I f 1 I •7^. A I I I ....:r..'.. [ I 1 ! .... 1 Ito LLJ 1 I I I I Q Q •. 1 , 'L :.r ._ � • . - ��.. -- _Jct_`�a,� a-�-.`a: `�� '�••' .r ' ,, � , I ! I 1 I 1 ' +�! - '. /"---1i-'•__ `—� ___�J iL '•r .f.� rk. "�.l.x.' Y.":- _ � _ OPEN SPACE ~ RETENTION BASIN B I 1 J k I I { ` i II i i � �*I• `s�� E i *y '� � ___. r -f I � . �-�� [1�4 •'I I I i I k 1 1�Y .�` r, •.i�i; I I � .■.�•� \ `�• w w I 00 I I 1 1 � I 1 :�.3 • ■ •*y I �1� i ':�'� I''l .i I loo LO J i.�.� i �� , .• I + s ( i�OF7FX:Z1- Vf ■ I 13 sir.,,;:.�,, w � _ a:W.-.. - I ] IODEL I I E I F_ ! _ W I I ; 1 r.' I 1 AN 2R/EL V C '..��_ r i i i ■ I� 1 ti. —�—� n �Ti r I r-__-- I , c -• i i ��tr' i y.t .. - r - �-.-.fir.` ,�_,. ' — �'t I 1 Lu 1 r----7 � i t•:'. � -= 1 I • PCi , 'fir;T��.:[�.+�r< :i.a�. � � � 1 I , 1 MODE ; MODE ! PLA LX 1 R/EL V B I PL N Q2R/ELE C ' I M'4DEL pLO - I os" N Q 1 f A } 002 1 ' I Q.. - •�� 1 1 L`i;•+- ■ e� R}�- _T ..a ..�•,i �} CY) :7111 eraINN I Len. - •*.. 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Y G y r t-JWAWw a - y/y��•r•-f v= _. - } I. ail I ; I I 1 I � {� T �� gl' a #� � • J s i `.I 1 I 1 1 3 ; ; � i - �� as �I • j I I rXOJ 06L -El- 'i + 1� , _ 1 1 I I , 1 { •a � � I I CVH to 00 - I 1 ' 1`'4'-----------....----__--.-.___.-------'-•-- --------------- --- -- -•.-- ----------- ••----------• --------- --- �, -� i �l I j� ��'^I n,_I I -}rc -- l �:. -- .�, ___ . . .. - ----- - -- ----�,1 _ .. .---- wr=_z �+ems=•� .y.::i-�-"_- sit .-s., '-. -ai'.a..: ---'_ .x� -- - fr:�r� �,.c,. --- ---� � -...e�■+w---; _ - 4 �--4�_�j I i I I I 1 I �«_ �r.s.+!v-.._...r :a�A�...c�:.ar�-'eT...i-a+.sw�.,t .��•.,} r'. +3➢�i=a.{.s r���::eF�.;ar:�_'�sr!'q_. - / - ... ._ 1 - _ -4 ,'} rcl' ,• ., w r -P �Ep: - . - ff' :! i. J s .d� 0 •1 "Y '`•£` �[ - - A ._ V -� �__ Y 4 I ! , I 1 I_.;,�.'r� - -��- -- - � • M - Cam. r _ k > Y. t,- .��--'- �r3.. } .■: r � ..e'-..°L.--4�Fi,■� _ .. '_ .ire I - L`- I I ' I I ---y �� �' -�.� �'. '-�..__:-' --�'._�- -- -=-w""'��- - __�'._ y+r'L,1;,^" .0_..L- :��� �.;��.='����t- ��F`+"5��� �s-�"' .�_..f -- - zs:....._ _ ...; - • y --_-��_I �--- ----------.J i—___ i U LIE ID R I V E I 11 lI — -,—..-.- _— ■ .i. - _. .._,-,Y _. _ � 4:" p•�- 3. ' ". - _J}- _ ,.r _ .- — — — — � ,_ — � 0 a75 1 k - . __ _ •5���f I 1 rr, 1 1 l_�� ------- -- - --- -'--""'___ _'� - --�- -x- --�.._ - ._. g- -- ---- --- - --= ----c_'S�•--- - ------ -•- °. � -0-��-�-®� '-7 ,L F•�.- ._��r F■. ------------ 1-� t _ _ P-Lq --� �fY•. 11 '�- i.x, AID' •+'^- r'+.r'.: ..��'_.... , � _.`.r'.9Y - - rr - __- _ --_ s> ry �y ----------------------- ., - ..'..:.• . .. � ;�. :ate 0 25' 50' 100, MONTAGE - OVERALL PLANTING PLAN Scale: C2 Collaborative PALM DESERT , CA 0 3 . 3 0 . 2 1 revised LANDSCAPE ARCHITECTURE L-2 I � I I I IL4 01 LU I z .<, �'•=" err ;'�`v tf . . --------------------- uj •,r -. 0 :r - .. _AL I � Vie.. ,r;i�' - 'S -"• \..... LU ,,,, 1 I t/� ►I. I �� .� w� 4. L Cam' ....... I k 44---------- Im 1 I all I I �1 Street E Sidewalk and ,, 5:1 Sloe +/- 20'-0" 3:1 Slope Lot U Existing Shepherd G . : 1 Parkway Sidewalk Lane = I +/- 80 -0 AL - :fir} - F S E C T 1 0 N A - A ' SCALE: 1 /8 " = 1 '-0 " } � O P - E r - 0 U `` tea;.. a _._-_-.-_._._ _ TF ,r. •-•--- � ���.,�,. .�.,-- --�� �.� �. ��.. • � ':•ski?'-. '�` .� AAA r .............. .. r ------------------ , �.. - . a Ida:.ti�• �r i .�.rr: P r hSw1 rSPACE ----------------- B B '- -'---- - i - Y .. ;;5;' -'-'-.. Sidewalk and _ ,_ Tor . Street E 5:1 Sloe +/ 70 0 3:1 Sloe Existin Parkway Residential A0 —oil O } *t 1 I SECTION B - B . x KEYMAP SCALE. 1 /8 " = 1 '-0YY dw 2'h'k Y*,-t T I. 0 15' 20' 40' MONTAGE - OPENSPACE KETENTION BASIN A LOT V & OPENSPACE LOT U Scale: 1 "= 20'-0" Y2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L-3 T-7 i � SIT * I� j* 0. kF ka o F ID RETENTION BASIN B 4 � — } , (LOT W) eo s C)L0 ! j I a I � I '•`` � _ UJI a 01 Op C I I W 02 1 ° a f _ UP) PT 4 �. M, w Lot 45 Lot 50 - .. � �w �, " ` » � �+r ..5 + yr• _ - - _s 19I-0" Existing +/- 33I-0" Private Residential Side Yard Existing +/- 62I-0" 3:1 Sloe V Private Residential Backyard +/- 75 -0 KEYMAP lLtit E,y v 1 SECTION C - C SECTION D - D k k I SCALE: 1 /8 " =1 '-0" SCALE: 1 /8" =1 '-0" A k % � 4 - IL fRt,. #sue 1. 0 15' 20' 40' MONTAGE - RETENTION BASIN B LOT W AND OPENSPACE LOT X Scale: 1 "= 20'-0" � 2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L-4 L E G E N D - - ' � ` • - �_ _ _ - � '°®'�' �_ _-_ - _ � � I -- , 'IIIII,itIlIII,IIti rjI - -- , L f r►-��II }I �-td-•--r � _ i1+II=IIIIIIIII,Ii o oY =�'rS 1•�J��� . --J _ - •r�,""17{1i1[,IIIII�ff y r=--.;ro,•lI`i I :1n ,.:.-.: :-:_/.\:'_•� :•�74:iy'I-r.- - ` �•''�F�-Iy1I,' iIIIIII - ,yr•S. _4 II _ i — --r^-Acacia steno h /Ila ShoestringAcacia ^ --- --------------------- Albizia Julibrissin Persian Silk TreeJF� " . Chilopsis linearis Desert Willow Chitalpa tashkentensis Catalpa Citrus spp. Citrus ----- --------Dalbergia sissoo Indian Rosewood co - -Parklnsonla Desert Museum Desert Museum Palo Verde . - -1101161IN IS - RE Phoenix d act lifera MedJool Date Palm - IIII 77[ C\I t 1 1II , iJ � w ti_ I JIIII ++II IIIII I�II a � I'III _ I {I+1I - - -- - - - 'r- rrr}rk: - - a Proso is landulosa Hone Mesquite IIIII -� �i•��I � IIII �.r' jI d !+11�II{1IIIII'II �I !h" L• fr�LU `_ Quercus virginiana Southern Live Oak ----,-^--------------- r ----------------------- -Ulmus parvifolia 'Drake' Chinese Elm L_- 4 O ------------------------- 00 I � ------------- KEYMAP ---------- IF 1 --�o- i!I II III�I I L IiIi a:iIIIIIi WT CD '1 low 1I te Sr• I RAO L 100 CIO co '0 J CQ wr IS T R E E T B 0 20' 40' 80',c Of F MONTAGE — TREE PLANTING PLAN — I Scale: "- 40'-0" IlkC2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L-5 L E G E N D KEYMAP 13 15 0 Acacia stenophylla Shoestring Acacia iy �► :r i' ,� I I I I I I Albizia Julibrissin Persian Silk Tree I •:' 1 , , �.. f -►..i :-C .__------- ------- --- ---------------t ------------- OPEN SPACE - 7F7 ` 77 OPEN SPACE J � y: I Chilopsis linearis Desert Willow 7 -" ` ---- .`_ 4 RETENTION BASIN B I I - - I I � T90 WiJ P ` � ,► 1 � � � I w I Chltalpa tashkentensls Catalpa J r; HAD E `00 I i i r I I w I I co W W ✓ I ; , ; --- 1 IlJ � I I Citrus spp. Citrus = i I 1 I W W I 1� ti4 001 v.-� `, Dalbergia sissoo Indian Rosewood ' 1 � L I I I I I W - __� 1 I I I i I I I z J. Parkinsonia 'Desert Museum' Desert Museum Palo Verde I { I I h .r R-E— I I 3 I + Phoenix dactylifera 'Medjool' Date Palm CIO ------------------------ LUI I Prosopis glandulosa Honey Mesquite ----; r-- •- - ---; ;-----__-___ _ - I I RAO£ POD ! T90 WO � I i ` ; ; ;_ Iff I I , 001 O ; I i � " ���' I I I y [� I T9D�a I'' L Quercus virginiana Southern Live Oak , TI I -i. I I 1 1 I I I 1 I c'J M I I ! ! 1 + 1 I I � i��• � - - I � 3 , Ulmus parvifolia Drake Chinese Elm -�-- ---- -- _J __ { ' L r r' rR• I I 1I •s�. y I ! � 5 I I I !. v V •.`�.t.. I 4 II R I V I 1 I JkLAIR jig o.L. 731 LO I I I F ! - I I 1 i I 1 I I I 1 ' * .i. I •. i I I- � r n• - Yr. ! I I I t � I I 1 ; I I I � I I F - ,. I ! I I � .- __ •-~ � r� '1r� I � I I F------ _� ' I 1 I ' I i I c J , f ti /�w7�� C7OJ Qh1 � ,i .7OJ O ! _ .1I/„fXO! (0IX's � 005 ij IiI I 11 I1 1 11 II I I1 1]I h i I I 1 I I I I I I I I I 0 I I I 1 I I { .r L1,1 LiC,:. � I r 1 1 I 1 I I I r I 1 i i 1 I _____� I I I 1 Y� ! I 00 , L_ _----------- ------------------- -------- L------- L--------------•----^- Ii! i!1I 1!III 1I tom__` ,.-.f.�.%f-' ----.. u: .�v:a•.--- -- -- .+v-�---.-..�.__..,.�'+7e�-r�c s.- 1+���•---r-�t3-;-�-.. �"�s•:�'�_`•11____a�i�,��:�y+�[�♦'��.4t'�at..W..!•�a-aU-�-+t-�.•-;t.IF.`ti•+:-�---ti•"c-�!-'�'�:J.-.. ---- �'�•%-•�a':'r-�wcsi:--,t.?�PF�.'.r -- _-_�"� _�- --b-�- �''I� •?` --- ----- - ��`i"".;it _ . ..s.rr•_�.-,c... -.----- - .r - -- I - I ---------- -_ i;rI 1 I 003 Q61 -------------------------- -----------r------ -------------7-_�_____.___- -,___-__-�_ -_, ?0 1 0 -1 21 CVH L _ � - �v -4.°w 5� • �Yr. r.r_� `- .i'�3. `� 7Y -J L ; I �.4 _- �*�C '�� -. .. ,_.t# b''h- - a� l4,,• - ... .. -� ,.�_-- I I I -_'- -- _ 7-5— tee "` -- _--------- -- -41 I I l 1J I — y --------------------------------------------------- ! I I -'---- --------- .-__.'- �~--- Y_. ------------1___.--7 �- t- �yy�-���r--7----------------------- ------ �_�__ —1 —� r r I I -'� - -- ----��--------------------- - - - ______ __ __ i l ------------------�L------- ��_��-------------- ------_-----__---_-----UL----------------------J�--�� _._.._ - ' — — - — -� _ _ _- - - — — — — — - ------------------ ----_ ______ - - - Pf I I J r., 1 I i i �� •, �r " .� ---------- ---- �- - -- `-=--C- —l— IL 0 20' 40' 80' M O NTAG E - TREE PLANTI N G PLAN - 2 Scale: 1 "- 40'-0" C2 Collaborative PALM DESERT , CA 0 3 . 3 0 . 2 1 revised LANDSCAPE ARCHITECTURE L-6 L E G E N D �' �► �- a . - _ a. - - . _ . ��- I r r JE, Y— i 1 +WA~ mpa SYMBOL BOTANICAL NAME COMMON NAME : � _ i C Agave Blue Glow Blue Glow Agave _- - - -- -- --- — --- -- T � III f�r`� ---------------TI�rh Tl- ------- - _.-_m_.- � - LOT P OPEN SPACE TI rj --�_______w_____�-- r------^--------------.-.---------------------- — I -- _ __T�lI r___` _- _ .-=_ -------------- I ------ ` _ T -_-%f--------- ---------------- ---- Dalea greggll Gregg Dalea ------------- ---- -i---ni % �� r ,� Pennisetum setaceum Purple Fountain Grass 4 0 _ -_----------------------- ---- - r ,�� i ■v:.�. �--z- 1 Agave deserti Desert Agave --_ ' ' -- . •' ,,' -� 4 , � , ; , , ; T -- r I I ► �- Echinocactus grusonii Golden Barrel Cactus "� �• l E , f . I / I I ! I _--_-----____ I I I / Ruellia Littke Katie Dwarf Katie Ruellia • � _ ��� _� _��_ � __ i , , i I I ■ ■ ='�C� � _r _ }'� .., Aloe vera Aloe w--- t , --- - ---- 1 r..::::::{{ s,;i ' ■' Hesperaloe x Sandia Glow Sandia Glow Red Yucca ■ ; � �c� --� _ i ; I � x�nl■I -. � � I I I � i .- _ _ �}::_,{ I I I I I 4t 1 Opuntia violacea 'Santa Rita' Santa Rita Prickly Pear - 1 � °I j = r;} ; ; *�.�� • Tecoma scans Gold Star Yellow Bells •iibt�0 .. .. C I I I � I .q act`." I I _ _-__-------1 � �0�9��.• ■: l �:::::}:::}}:=:::a 4 1 I■ �, CO Calliandra eriophylla Mexican bird of paradise O Convolvulus cneorum Bush MorningGlory ' ---Leucophyllum frutescens Texas Sage i ; { .......: _ �� ..: ! I I 1 Salvia clevelandll Cleveland Sage , ; , ■i . - - . I v 1 _ I - - k {I I k S e r ! c I i I i • I I ! III — IiII Ik■ oU-o-cr I 3�®m1 : h I -- -. A- - _-� _ - ------ Agave amerlcana Central Plant . � i . _ -- ---------- --- _ ll jj I CL Eu horbia in ens Candelabra Tree O P E N S P - r---•-- I RETENTION BASIN A:;:::;:; :=: - O Nolina nelsonii Blue Nolina t n: ] �' . 3. ! i ! i ■.far- 'r'>>t I - - ........ - - - - �■'� I I Bougainvillea Barbara Karst Barbara Karst Bougainvillea . - - - I I -_ I I a.oao o! + i ................. - - ii-:.'''•�'�'�i�ir.•- rr:it I Artificial Turf oa® oa+uaaaapam - - . i � � � Ir I ® Bermuda Sodded Grass ' �� I ' I w dal I ! 0 _r. I uG- _ ■. r. _ - � -------- I 1 • � ; -------------------------- CL I I I I • 11 fi° ! I 11 I II I ! C7 la /•� � � i I I 1 S._r- a I Etar�- I I I { i i JJJJ a I I v� '� ■ ! I ! '"-----------------•-- - .sN O ® •a - I -.I •fIC".'Vt; 11 - - 4i V , •P/P ' '- I I I a�-epee ! I •drV�d�' . -.� " �": O ppl D+ I I o I co I ! ! I - ■J ■� a I I co Wed I j l I 1 I I III 4� 1 ' I I I e • _ ���� G--� • �'v • i jC �x K E Y M A P I I i O • • ' L "�' ------- MO 'I :�. •.�`i�, _Tf=' _ ,' - R ll i } i - --------- -- ---------------� f r , IF 1 � I i I � I I I I ! I I a I I ! Q f I ! o -------------- 'F , -------------_--_-_--.- �� LL. I 1 ------ / { I I - ----- ------ ��•Be� a e. sL=. - - ---- ---• - i _--__-_-____--- f----- --- a®�Oo840 ya®a•I I I 0 "as Ale Ism I I 1 C, -� d , ��� I I v e I I I h ! I I I C0 I i W 8 f 00 t co l i l LO a •vv• uv •e • I v � ,� ! � I I � ✓1 -p I ! •id �'I �noaaoao as eeoa aaam eeaacaa nRry� g TJ11 i I ! tii' - 73 eaa90 ___- [4,t.1,�- a 1 �!'��39raP fnR a..,S� 1r}'''•` .. ''F:.' r.S�•,- ®0B *'¢•� - I _ - �i�i� .' ■ 'ir'c 1 x �� ['gee �11■IU�`� '.:�-... _ r'il`�i � I T :. I.`� �I �i� . 'iti _ r,� HRn 11F1 -�I. •f .�a - '' � • r �~I I C I 'I .al m [9 iD � � �� - � e ..- .�.�i _ .^,� __ L.�.�.3 y - - _F_'� �� � z,G7 r� •x�-:..�,a�.-�`. .�e. •-. .'-y�::"N:.`.:.i'�rr::.�. r,1s .W"- -C � I . i , ,•f g I -• -I I STREET B -..-_.. _. . - _ - C I -- -- �� - ^ - _ _ • • • i� g3Q$aeeeRe 3§g�eaaa •m - - t .. I I F m a •� a em ■e+ �� a■�• �a •� �al�� �`�e`r s + +�� .s .gw ��+ s= �^ I a • •a � a ■. 4• ® ■ ■�■ r._ J-1' W C !1 tom' t i l.-r1 -ri ,....6:=► 0 20' 40' 80' MONTAGE - SHRUB PLANTING PLAN - I Scale: 1 "- 40'-0" � 2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L-7 L E G E N D KEYMAP SYMBOL BOTANICAL NAME COMMON NAME 6qR 13 I C `� �y C Agave Blue Glow Blue Glow Agave ►�_ � _ � � -10 - 1. •� i I Daley greggii GreggDaley �• T F - Pennisetum setaceum Purple Fountain Grass r. I { Agave deserti Desert Agave - - - — - Echinocactus rusonii Golden Barrel Cactus l ;� _ _�� a=-=1L ,f P ry �, •'.ti'"f' Farr ! � : --� ` r --------•---- - ' OPEN SPACE Ruellia 'Littke Katie' Dwarf Katie Ruellia � , � �� f:'�s �o-�■a _.__-�_,_ --„I_I._ _--�i-'�'_!-t-�_y RETENTION BASIN B Aloe vera AloeLO q I Hesperaloe x 'Sandia Glow' Sandia Glow Red Yucca jam V `M / .. .■ - �4 ss� eeee■• ; � t` - LwJOpuntia violates 'Santa Rita/ Santa Rita Prickly Pear LL, ,-; LL - --Tecoma stans 'Gold Star Yellow Bells of II f;I r----y----- •■ �; . ' I I I I A I I - • I I E © Calliandra eriophylla Mexican bird of paradise r; L d' �. �7 T I ] I_I _.�• ..:z - - -•:, p. 6 �' ��` i�n-1�R I O LU Convolvulus cneorum Bush Morning Glory WI ;R �'49 �•"�� oo� ■ .�� I I I I Leucophyllum frutescens Texas Sage �dw ; Y � •° °�' , . - __ _. I I 1 I t - --- I b nr I 1 I q LIJ { C a = - I I °I � t i Salvia clevelandii Cleveland Sage C a: a � ° ~• ; ; • I i�9 III ,. I I �• I ` I 1 I Z I K 7*ti L I � [ ,� _�rx}r�'e--fade ° +i ■ --- I � - I � I f ! Agave americans Central Plant i o • ; Q s , I ] ��.. 4 -■ ■ease - pti; v o /� �y� • eeeee I Euphorbia ingens Candelabra Tree O Nolina nelsonii Blue Nolina !,. � •■ - -- I I I ^�- Bougainvillea Barbara Karst Barbara Karst Bougainvillea cr) -j WI I Artificial Turf 110 LED l' ■�Bermuda Sodded Grass — o I --------------- I -- , �T9Cl,00 f7 II I L6 I I �■y+� I I I I I I' .mlaaon❑n I ! ��' � I I I I I � �� � I I I ■yl I 1 I .Hnr ®yeses o. 3aeeBe 6mn � �c f� • _ .. • 19 ■ r � I 1 1 I 1 ..v..r 19r9f9 m. -am. �� T av �.rTn..■�y r:■ s t =>.•7.x_..,,.•_�_><t. ..,o..�. CZJ� � � p b ❑ ti■ ii ,r ,�' `.'■'t { I I I � P7R `� � �< ® � ��'� � ,1_��4ad .�'''V 1`"'�'I V �.7 r I-3 _� �k�.. ,�; d� I q 1.�n,:!,�._?��>;�.n�. e. - ,•�r.,�i.'.�y�_ �.n,crr: �_ ° o I�j - _ ■ h� � a� I I err I ... ��add --� _ _ .•.S„ w�_ _ '��T•w- ':. - -- q� V r I °�; ��' -.� �' `�' ;? t9 e' n �.a ae®� �!� ® �� i `� A� E rp P5 C'';el '3F�C.'s"'�'SC �■ �a k I I I I.F �. !� ; ,-,~@ O� a s�} �` F C p p - aJ '.�': ■ • • ■'. �_ a • �J 0 mcSJU.iJ^'-I• I I I � ��� �-�"° we gyp'�° ° �� ■ OU � � � I I 5} I OEM mmmm mmmm mmmm m6mm mmmm mmmm mmmm mmmm mmmm mmmm mmmm NEEN ;0�1 NEEN NONE NONE NONE NONE NONE C, . Dp47f In .tiL, 00 ■ '� '� ' _ _ �i �-1 �0� 00 I I I -- .i- -- _;`_"=== °1 - ■ i■-�I�a�_ Lu s s e�i - - • - g - - - y _ - �i�m _ S3 e - �.. _. ® ( .I. 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V;�1 b A • � ■' ��m � ?K ■ e a� - - I ---------7------ -�f`. �`c- �s:--r- - - -- ----�-- ---- -- ----R- ----- - - - - - - _ -- - --`{,-F ;� . - ,-�_- J F �---- ® ■ t .... - R r f ►�+ 5 I �'s.v r� - '� �''- r� ----------^-------.-'-------------------------------- --_ =-----------------------------------.._----__=�____=--_______-----_____�__-_--_____-----____=====i-__-_=---AL __------------,------------------------ _--# ______ -- i I - -�I- — � T-- I ,-_ = ' - -_ i LLj z j I• • i. ; - - _ - --------------------------------------- ----------------------------------------- I r =� ^-------------- !, - say _ 1 r 0 20' 40' 80' MONTAGE - SHRUB PLANTING PLAN - 2 Scale: 1 "= 40'-0" � 2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L-8 TREE SCHEDULE : SHRUB SCHEDULE : SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM WUCOLS SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS Groundcover w Y :: Acacia stenophylla Shoestring Acacia 24" Box Low Branch L B Agave 'Blue Glow Blue Glow Agave 5 gal Per plan L Dalea greggii Gregg Dalea 1 gal Per plan L Albizia Julibrissin Persian Silk Tree 24" Box Standard M Pennisetum setaceum Purple Fountain Grass 5 gal Per plan L 1W �M Artificial Turf Bermuda Sodded Grass Chilopsis linearis Desert Willow 24" Box Low Branch M Border Shrub O Agave deserti Desert Agave 5 gal Per plan L Chitalpa tashkentensis Catalpa 24" Box Standard L ® Echinocactus grusonii Golden Barrel Cactus 5 gal Per plan L Ruellia 'Littke Katie' Dwarf Katie Ruellia 1 gal Per plan L Citrus spp. Citrus 24" Box Standard M Middle Shrub Aloe vera Aloe 5 gal Per plan L Dalbergia sissoo Indian Rosewood 24" Box Standard L 0 Hesperaloe x 'Sandia Glow' Sandia Glow Red Yucca 5 gal Per plan L Opuntia violacea 'Santa Rita' Santa Rita Prickly Pear 5 gal Per plan L Parkinsonia 'Desert Museum' Desert Museum Palo Verde 48" Box Standard L Tecoma stans 'Gold Star' Yellow Bells 5 gal Per plan L Large Shrub Phoenix dactylifera 'Medjool' Date Palm 22 " BTH Standard M Calliandra pulcherrima Red bird of paradise 15 gal Per plan L Convolvulus cneorum Bush Morning Glory 5 gal Per plan L Prosopis glandulosa Honey Mesquite 24" Box Standard L Leucophyllum frutescens Texas Sage 5 gal Per plan L Salvia clevelandii Cleveland Sage 5 gal Per plan L Quercus virginiana Southern Live Oak 36" Box Standard M Accent Shrub O Agave americans Central Plant 5 gal Per plan L Ulmus parvifolia 'Drake' Chinese Elm 24" Box Standard M ® Euphorbia ingens Candelabra Tree 24" box Per plan L Nolina nelsonii Blue Nolina 15 gal Per plan L IRRIGATION NOTE : V I N E S C H E D U L E : All planting areas shall have a fully automatic irrigation system. Utilization water conserving features such as low-precipitation rate heads; SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS low-flow micro sprays or drip irrigation, water sensors and multi-program controllers with weather station capability and drip circuit features. Water Efficient Landscapes irrigation system, scheduling and water use WELO calculations shall be designed to meet the requirements of the Bougainvillea 'Barbara Karst' Barbara Karst Bougainvillea L specifications of the Coachella Valley Water District (CVWD) Ordinance No. 1302 per City of Palm Desert Municipal Code Chapter 24.04 741n"Aw &. N : - - - . 9, .. - 'I . 9 1 1 i ;W A �. r •' _ _ .+.� 1, 4� - t .•;_r �,.. � •' �'L'•' _.5. � � F, Y. .n -5L % P, I`T.1 •r i - t'.d `J.'f' - y i• k� ~fir w ; - P! r "7..A�I.�,_,,�r`.a '. '� r i Z• �r{:' - `a - M1�`i V �'� .1 _ _ ._- '>F••' \r � �r,.f,.. ti W. r• f. :.!,-.fir: - s i i �I � ■. _ h ' =1rs .f 1.`.417.8. a{, 'ai •r. '! �?�'. }• MONTAGE - MATER PLANT LEGEND � 2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L-9 � i L E G E N D I 1 I E 1 I I ------ Existing Wall I � ® � pj � � '.^i� .;�T :.V't.'.x, -'�i ��'�• �' ` :i" cY' f �. � ti ` _ F� 3` I 1 k JJ yh;. _►ee1 _ _ r I I k ' i Q • •� rl*,-fir.=ya,. '. .:. Perimeter Wall;: '-''- .� �`�, ___------- --- 1 i I r r r I I � I I 1 1 1 I I F•`r ••� �• 7 j I 1 1 I r----_- �� -\iw Yj • 1 1 I r 1 E � Perimeter Pilaster I - � i I I @ , 1 ..... !8 '^e.'iv'r.-i3.¢' �`1•I..�+�+rl I 1 I 1 . f l .� i' Y I 1 1 1 ' - _ - _ - -_-• :.�- -- --,-�_ J ' ' ■ ■ ■ Tubular Steel Fence on Low Wall • I I I J i I La � •' j I r �� r_a,v• k.�3 I � I i i •.i I i .' 1 h I rJ ---..: s. I I � -- ---- -------------------------------------------------------------------------------------_----- I ' , , ' • y �; 4 5 I I I I N . I 1u6 •� a .. .v., 1 � V ' I I 1 I ® I 1 cP _ I „• ^.. I ,s.� � it I ! I __ ---- ------ _ I ■� i i JD: I ..^I� � I \. 4 1 I ■ ■ . I �______ 't- 1 1 I i 1 FTI 1 1 I r ti{ nr: 7j I 1 1 I I I I ! I - I '* ' . I OPEN SPACE -{I '' , ; E RETENTION BASIN A ' j I F -'r� - �I a I L •I I � � , I i ' ' 1 I 1 4 =i s ! I I d r I I � 4� '• i I I U Q a - I i ., v , � I .. , -----`-.-. -I-- _ ••--�f]IBw�C•�.. �'_•_ � - _ F1 I I i I F---' I I � Y .x' • r.-_ - -� _��:.. �:Uj 0 F_N� -PS�A C E� .I I I W •, " ' � ,� ° y OPEN SPACE _��- - �!• F .. `-'-`-------------------- egw{•' r ..' : ! I - RETENTION BASIN B :'' r ' ---- -------- i '��, ' E •t• I i mar — —— - �.'_ ' �',ca I I I I I I I � t��1: I I � I � -:I a _ •I r 1 1 I 14 •.:� L; 1 Ii I Ll I I •rl' I j - - '' 4 r ^ _ ! Vy REET� '_� r: - - W Eli UJITL El N 44 .l - I .3- •�k' - ..I I I I ,w�4•' r,J...m �' OPEN SPACE �} - f • - _ _ - - - , ._� �- 1 {�, .0 .boo •VG]3z!fl FlCa] J E E -r --�� - r MAL 1 ! • • 9 - _ . . .RJ ' �,...: ems. I 1 _____ I � <� Y / � �� ,,Y�! I• < !��' V` • � ,BraY dP 6FA,i�,C�'a25�19I16rSl�� r � - �_M� _ � � ' •� ' 1 I W Ly I I 1 I I I I I I I I I 17711 r r 1 1 I J U L I E ,DRIVE - -~ - - _ - --� - _. •� � ; - • - - - - - _ I I I - - -•--�-.- � -.. �T. - �. --_�- `ram:per= `�-�-�--�-Q �- r _. � Y - �- - - -' -� _ �,nla IF----� w.-_-:��r.:-"mac°-�,�w�`�..- .. _��y ty,_�-.._ �:7.-mot-. .r-.- - �_ __ �- � -•_ - � �•� I 0 --. -_ - �- -�.� _ _ _ 1 I 1 __._._____ .__ .._vim__-- _,a___ _.__________ � _____._______ _-__ ___ _._ _�_.. `� _ _,,.___.. ___•-__• y} _._ .____.______________-__-_•_ T . .. ' - o . E. '(^.- _•__^ .. =--"'.�7.5----� _ -- e r . "I• - {..T. e . _ , -l..• • , �`~ _-----------------------------------------_-________-___ -_---- -_ 44JJ __ __---_W__.1 ------_____J. --_---_--__--_-__-- --____________________J.L_________ _______,JL_____________________________,J�____________._.•.'___•_-._..ilk___-__________________�li____' r 4-----__-__. '1_____-_.-_ i _ ��__- ______________ _---------------_--_------------- ___ ___ _ I MONTAGE - WALL AND FENCE 2 lCollaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L- 10 BLOCK WALL COLORS Perimeter Wall and Pilaster -- ` - =r_. • 6 ht . Slump Block Wall with Sacked finish • Precast Clay Cap. _ . • r...-.r: .'y 4P 7 ' ht . Slump Block Pilaster. Cap to match the wall . • 11• � 1 • Perimeter wall step (where needed) at Pilaster. - }. : wF ' ' e - 24 Natural Gray • y. - - .• - - T• 'l `� Slump Block 1 PAINT C O L O R Tular Steel Fence on Perimeter Wall 1 . TRACT : 1 - • • Y: ' '• u 1 • 6 ht . Tublar steel Fence COMBINATION FENCE/ BDRY. SHEPHERD 1 PERIMETER WALL 1� • WIIn matchw _ � 4 a a d cap to atcall Sy TYP � CA 0o 00 00 to to co ell _C14 nce n • 11• ff - - - __ _ _ y SW 7048 SW 7034 Urban Bronze Status Bronze Groundcover MaterialsIL : Boulder per- < - - •� ,-= r `T . Crush Stonef _ 4 �} � - '~ ' r : Pebble _ .�., r �.. .� �:1 . . 1 . .'Fe ..� ., -� - '���. �� _ 'ti _1 tip', r { yy Lr ra _ Apache Sunset Boulder Mojave Gold Grushed Stone Mexican Beach Pebble Size : 1 ' - 311 Size : 1 /211 -3/41' Size : 3 " - 611 MONTAGE - DETAILS ' 2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L- 11 I j i i i i I i i 11 ; L E G E N D F 1 I I 1 I I i j I 1 I r + I ! I I I I + I I 1 I I r I I 1 I J 7 I I I I I r 11 1II IrII I II - ------te 1 V ` , P Light r ------ ------ L i ^ (�+, - -- -- - -: _ _ ---- ---_ 1 Pathway Bollard I +} Tree e o o g+ I I — — -- — , - I , 1 STREETS .� � i h W. • � I C _ _ :;E : . C Palm Tree Up& Down Light .................. ..r'y Up-Down Structure Light 9. .:": Wall Wash Light a ............... .. in K >= I I I UC, l• 1 a-:�'.:'=Y•,,' I 1 ' �\ I I I ® • n 1 I 4 F I •i !ii - •• ,.�yypy r I I I 1 1 � F .. 1 I � .• OPEN SPACE I i.---_--'+-'ir i .•�l,' ��,, Ltd i %�4, '. , I I • :., 4 ' 1 RETENTION BASIN A i ! I I I I { • j I - a- f VI ! e. I I•I F I 1 I I i d � L- 0 all ` r Uj I. I - •___1J—_•____- ____�____Ji�_�._ OPEN SPACE a OPEN SPACE I I I I 1 ------- RETENTION BASINI I I I I i �•�I � '� .. - � i , I I '- I I r I .. r�.l' 1. .,�9 I I I 1' tiJ:�a I I I I f *0191 see CLJ LJLI 00 I I I I F I 1 � I � � ' �jd a s��� I k ¢•` ��F� ; 1 3 4 I F � i.. `• j I ( I „.f ' - _ : • y t' �.+ ay I _ I I 1 'l 11 y V 11 I - W 1 I 1 F-J •7n I ir• I I - �`• � t I I a. ; - ----------- - ---- --- - �1. •L -�• .i W 1 r--_--7 ; 1 •. 41s'9a..- ...I- i , • P4 Uj I i I z r 7-7 El 01 O - _ _• . y OPEN SPACE _ I I ; � _ _ "'�r - . L yJ �R: 7V` ► i�.l;�' 1• 1:n �• I lJO.. _ _ ' � i I F;A� _ • - - - - - - - - - S-�R-E---T T R E E T I I Ii , ... •4.+ � Q - - '-�-mot b I rear . a d tl _ I ; !� T I-:,"i- . ..: G P1 �e ��. .,.� ' .• f 1 ��} � � ri _. Y r_ - • ya -t` - '.� <zi i'S7< '' °o'e � - - _ -��_ �� ..� � -� i i I .i- ��� _ � }}�_ i 1 .,��I - Re�a �Iae ea.�e�'',eyys as ¢�a _ � I ' I I El COD 0 I ' I 1 W ---- ` J El I I ' I I I j l 1 I I + ❑ H I 1 l i 4 I ' t` ---- --- ------------ ..----------- ---------�--- - _c .� .: .. • - - r 'fir• ---------- I I I�. - •'.�� I - J U L I E DRIVE I I I `-- Li jo I 1 I i 1 I -- 1 -J_ ------ -- -------J.L----------------------------- ------------- ---------il f"----- ----- --------- --- ---l ----._ "-`- 0 25' 50' 100' MONTAGE - LIGHTING PLAN Scale: 1 "- 50'-0" n -2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L- 12 PROJECT NAME: �L FXLuminalreo SOLID STATE AREA LIGHTING PROJECT TYPE: ■ CORDIA&'BOLLARD LED Up Lights C I R C U L U X SERIES-LED PRODUCT DATA S f In (,. 1 1- i A I I v I N 0 T LUMINAIRE + One piece high impact polycarbonate lens provided with PROJECT durable corrosion resistant cast aluminum fitter base. Heavy gauge formed aluminum reflector. Top is hinged ( CATALOG# for access. Base has 3" I.D. opening for tenon mounting. All hardware is Stainless Steel. 09 29.5" p49mm) TYPE LED POWER ARRAY'" Three-dimensional array of individual LED Tubes fastened NOTES to a retaining plate. Each LED Tube consists of circuit board populated with a multiple of LED's and is mechanically fastened to a radial aluminum heat sink. An acrylic Lens and end cap protects the LED Tube's 30" internal components. (762mm) VERTICAL POWER ARRAYTM WITH GLASS REFRACTOR: 1 LED Tubes are aligned vertically and arranged radially to produce an even raw light distribution that simulates standard light sources. Array is secured C L X within a 6" Prismatic Glass Refractor which provides PATENT PENDING the optical control. Used in conjunction with a clear smooth globe. VERTICAL POWER ARRAYTM: LED Tubes are aligned o o vertically and arranged radially to produce an even raw light distribution that simulates standard light sources. Produces a minimal glare, symmetric diffuse light distribution. Used in conjunction with an opal smooth diffusing globe. — P B U p Light DESIGNER PLUS LED EMITTERS High Output LED's are driven at 350mA for nominal 1 Watt output each. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm Medium-sized wall wash light in 1 or 3 LED. White (3000K). Consult Factory for other LED options. Available in brass construction. RGBW LED DRIVER capable with Luxor®ZDC systems. UL and CUL recognized High Power Factor, Constant 2.2"(56mm) Current LED drivers operate on input voltages from i 120-277VAC, 50/60hz. Consult Factory for 347-480VAC. Driver is mechanically fastened to a retaining bracket. 30o Main power quick disconnect provided. Driver has a Quick Facts minimum 4KV of internal surge protection, 10KV & 20KV ■ Brass construction ■ Color temperature filters Surge Protector optional. Dimming and High-Low Driver ■ Natural or antique brass ■ Compatible with Luxor options available. finishes technology FINISH ■ Cree°integrated LEDs ■ Phase and PWM dimmable Polyester powder coat incorporates four step iron ■ ProAimTM adjustability ■ Input voltage:10-15V phosphate process to pretreat metal surface for maximum ■ Tamper-resistant features adhesion.Top coat is baked at 400oF for maximum hardness and exterior durability. Oo FORMS+SURFACES° UJ.L.Listed for MADE IN THE L wet iocation LJS& 2014149 LANDSCAPE LIGHTING W6 ,tAvenueO.PoImdd,,A 93 1 U.S.ARCHITECTURAL U.S. Architectural Lighting Pho^e can 2332000 rx(Ml)233200, www.usane.com - 8 ' Pole Light Pathway Bollard Wall Wash YP� Al() FXLuminaire FXLuminaire. PHILIPS FF Mounting Options LED Down&UplDownLights �AdC� PROJECT PROJECT prolw•r.l. Landscape CATALOG# CATALOG# Fat No Tyne. TYPE TYPE B • Lamps. 4Ly: NOTES � _ ! Nnte. � NOTES r Accent Aluminum Breaking new ground with optimal versatility,Itte FlexScape BL9 has ii zoomable optics(15°to 352)&60"by switching optic element.This t NL-UD NL-UD With Optional Cover adjustable lumirtaire also has the ability to switch light output in 4 steps. Ordering guide FxarnplerL3AE1 Fnrtes Lampin■ ccT Ftr,lsh Ma+arrl 91_9 Low Voltage9WButlet D LED w Warm(3DOOK) A Black s7 Stake NL-DN NL-UD With Optional Cover 1-Ighting C Cool(4000K) It Brunae Features Lamps IPGG Rating NIL Down & U p/Down Light 1.Housing/Gomtruction.A360' 4.Canlrois:l2 volt Class 2 driver Intp.gral LED mo6Lile Dust tight and sealed apainsl TREE RING Accessory die-cast ahiminum,tool-less wittl integral switch provides rlirerl lets of water, 33 (gym) twist all/on shroud.Teeth simple CIMUITier Rtccess to the POWCI'SUPPLY t❑lack aim the knuckle arm adjustment bet ween4 present Labels The Tree Ring is an adjustable, drill-free tree-mounting for accuratealming secured Ilght levels. Fixtures can be used with the HADCO Low Vatta a Transformers ETL Listed to U.S-safe[ standards 18"(457 mm)or 24"(457-610 mm) by bl�t[k oxide Phillips-head e y accessory that can accommodate up to six lighting fixtures. Wall-mounted,geometric square down light in 3, 6, or stainless steel screw and 5.Optical Systems:Flat glass. seiiesTC152,T55.TC.Power far wet locations-cETL listed to metal stainless nelscreg nut prod low iron tenrperedcleargtass, supplies are available in154W/ Canadian safety standards tor 9 LED. Available in aluminum or brass construction. o-channel gasket sllps onto terns agoW/F2oOW and 9Dow. wet iocations.Manular.turod to 3 t"(7�) � durablemoununpof thearcent. RGBW option available for use with Luxor®lighting A 3G0•d1a-cast.aluminum wlthoLit tools or R FV..Zoo mable Ask your Pnlltp5 rc+prpsentauve ISO9001:2008 Staridards-5-year Quick Facts E housing for drWnr with thermal optic/Injection molded acrylic for a full list of options- limited warranty. control systems. management creates continuity (aM:wrA)[{ear,highly polished wltlthousing by repeating molded with setect surfaces — ■ TGIC powder coat finish ■ Accommodates up to m W acts Consumed slmRar shape.All gaslrets are textured.2a❑ lens pfovldeSNarrow ow 15'l5'toMedium /Headed to Drive - 2.0W d,5W asw te1.7T4 ■ Designed for9-20" six fixtures Quick Facts 1(0%mnldedslllcone. rnA 230 600 IWO 1500 (229-508mm) ■ Mounting hardware 33'(84mm) 3.2"(81mm) 35°beam pattern depending on _ rtq 2-Etectrlrat:lbw ion high settlnV) the positton,Inter-changrat7le 3lt11S� 113 241 42S 5177 diameter trees included ■ Down or up/down ■ Tamper-resistant features 3 '(ate Input voltage ran Ce(VAQ; lens provi des Wide60 fin od 3K35' P17 ion 505 131159 ■ Compatible with 1/2"NPT configurations ■ Color temperature filters 10-14.Pr2-wlred with a 3-ft. output. 3H60' ill 241 428 set threads ® ■ Die-cast aluminum or brass ■ Compatible with Luxor pili for easy hookup to the Ei Mounting:112't-ia NPSM male AR 1s' 131 269 .177 Gts2 3 ■ Natural,powder coat, technology low voltago supply cable.Driver — 3x/s"-16 x 4" housed In infected mottled rase threads to screw onto mounting 4K35' lss 316 5132 710 Hex Custom Bolt or antique brass/copper ■ Phase and PWM dimmable s r mounting o E with electronic sencapsutated, slake.Or othe 41(64 131 asp arc sae finishes ■ Input voltage: E 79mm) 12V class 2 dr Cree aver with integral accessory,sold separately, — ■ 3?' � c integrated LEDs _ switch for4 preset tight Izveis. Finish E ^ E 3.LED Board and Array!Single �l m L uxegn M LED- Therf rtuae t polyester powd er coa t is electrostatically applied after a five-stage wrtversion cleaning prncess and handed by heat 3.3"(84 mm) 3.2"(81 mm) fusion thermosetting, tst9 t>l1a page t or c � us LANDSCAPE&ARCHITECTURAL LIGHTING LANDSCAPE LIGHTING Tree p g Floodlight Palm Tree Up & Down Lights Up - Down Structure Light g � (Trunk- Mounted ) MONTAGE - LIGHTING DETAI ' � 2 Collaborative PALM DESERT , CA 03 . 30 . 21 revised LANDSCAPE ARCHITECTURE L- 13 REVISIONS NO. DATE DESCRIPTION SINGLE-LINE DIAGRAM KEYED NOTES CAUTION ELECTRICAL SYMBOL LIST GENERAL ELECTRICAL NOTES GMEP ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY ELECTRICAL CHANGE SYMBOL DESCRIPTION a) VERIFY IN FIELD. ADJUST THE LOCATIONS OF HOMERUN5 AND CIRCUIT NUMBERS (D VERIFY WITH SERVICE PLANNER FOR AIG RATING AND ELECTRICAL INFOR ORDERS THAT MAY OCCUR SHOULD FINAL BIDS AND/OR CONSTRUCTION BASED ON ACCORDING TO EXISTING CONDITIONS IF NEEDED. COMMUNICATE WITH ENGINEER BEFORE ISSUING ANY BID. NOTIFY ENGINEER IMMEDIATELY IF MAJOR THESE DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK APPROVAL. SECTION I. SYMBOLS FOR CONDUITS IF DE5I6N SHOULD BE ALTERNATED. NO EXCEPTION. D I5CREPANC I E5 OCCURS. ALL WORK TO COMPLY WITH THE 20111 GBG, CPC AND CMG AND THE 20111 GEC (20I7 HOMERUN TO PANEL OR EQUIPMENT AS NOTED b) IDENTIFY ANY OBVIOUS EXISTING CODE VIOLATIONS THAT OCCURS AS AN SINGLE-LINE DIAGRAM GENERAL NOTES NEC) WITH STATE AND LOCAL AMENDMENTS. EX I5TI N6 CONDITION AND PROVIDE SEPARATE PRI G I N6 TO CORRECT THE CONDUIT RUN CONGEALED IN WALL OR ABOVE FINISHED GEILIN6 OR AS NOTE CONDITION 50 THAT IN THE END, THE ENTIRE ELECTRICAL INSTALLATION a) LETTER FOR SHORT CIRCUIT CURRENT VALUE FROM SOUTHERN CALIFORNIA ALL EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE BRANCH CIRCUIT, 2#12 IN I/2" CONDUIT OR A5 NOTED OR SYMBOLIZED AS: COMPLIES WITH THE NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL EDI5ON SHALL BE AVAILABLE AT THE JOB 5ITE FOR INSPECTION. LISTING. I/2"C.-3 #I2 � 3/4"0.-6 #I2 CODES. b) ALL NEW CIRCUIT BREAKERS, FU5IBLE SWITGHE5 IN MAINSWITGHBOARD OR 70 I/2"C.-4#I2 3/4"C.-7 #I2 C) IF THERE IS ANY DEVIATION FROM THE CIRCUITRY SHOWN, PROVIDE AS-BUILT PANEL BOARDS SHALL BE SERIES RATED TO MATCH EXI5TIN6 AIG RATING OR CONDUCTORS: 7#7�- 3/4"C.-5#I2 -_7W1Lfff_ 3/4"G.-8#I2 DRAWINGS INDICATING SUCH. APPROVED EQUAL OR 65KAIC, UNLE55 NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER A5 FOLLOWS: ---- CONDUIT IN OR UNDER SURFACE AS NOTED, 3/4" MINIMUM SIZE. d) PROTECT IN PLACE ALL EXISTING TREES, POWER POLES, UTILITIES, ETC. WITHIN c) MOTOR CIRCUIT PROTECTORS SHALL NOT BE A PART OF A SERIES #I2 AWG AND SMALLER - SOLID, TIN CONDUIT RUN WITH EQUIPMENT GROUND I N6 CONDUCTOR, SAME 5I ZE AS CIRCUIT PARKWAY. COMBINATION INTERRUPTING RATIN(5. CONDUCTORS OR AS NOTED. #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW � e) FUSEHOLDERS SHALL BE DESIGNED SO THAT IT WILL BE DIFFICULT TO PUT A d) SERIES COMBINATION AIG RATING SHALL NOT BE USED WHEN THE SECONDARY CONDUIT RUN WITH ISOLATED GROUNDING CONDUCTOR, SAME SIZE AS CIRCUIT FUSE OF ANY GIVEN GLASS INTO A FU5EHOLDER THAT 15 DESIGNED FOR A EQUIPMENT IN THE SERIES IS SUBJECTED TO A TOTAL CONNECTED FULL LOAD ALL CONDUCTORS SIZES ARE BASED ON 75o G TEMPERATURE RATING MOTOR CURRENT OF MORE THAN ITS AIG RATING. (NEC. 20Ia TABLE 3IO.I6) I6 CONDUCTORS, OR A5 NOTED. CURRENT LOWER, OR VOLTAGE HIGHER, THAN THAT OF THE GLASS TO WHICH THE -EM - CONDUIT WITH EMERGENCY CIRCUIT FUSE BELONGS. FU5EHOLDER5 FOR CURRENT-LIMITING FUSES SHALL NOT PERMIT e) EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "PVC CAUTION-SERIES MOUNTING HEIGHT FOR REGEPTAGLE5 AND CONTROL DEVICES: INSERTION OF FUSES THAT ARE NOT CURRENT-LIMITING. SEAL: RATED SYSTEM - (55KAMP5 AVAILABLE, IDENTIFIED REPLACEMENT o) THE BOTTOM OF ELECTRICAL AND COMMUNICATION RECEPTACLES INTENDED TO -X EXISTING CONDUIT TO REMAIN. f) MARKING - UNGROUNDED 5Y5TEM5 SHALL BE LEGIBLY MARKED pFESSlO COMPONENTS REQUIRED", IN COMPLIANCE WITH 2OIa GEC, (20I7 NEC) SECTION BE USED BY THE OCCUPANT SHALL BE LOCATED NO LE55 THAN I5". [OCR T-24 "UNDER6ROUNDED 5Y5TEM" AT THE SOURCE OR FI5RT 0I5CONNECTIN6 MEANS OF �QR GYI Nq�� 110-22. END USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES PART 2 VOL I IIB] -R EXISTING CONDUIT TO BE REMOVED. THE SYSTEM. THE MARKING SHALL BE SUFFICIENT DURABILITY TO WITHSTAND COMBINATION INTERRUPTING RATING A5 PER 201a CEO SECTION 240-83(0). NO b) RECEPTACLE OUTLETS SHALL BE LOCATED ABOVE, BUT NOT MORE THAN 20 IN. THE ENVRIONMENT INVOLVED. (250.21)(G) EXCEPTION. ABOVE, THE COUNTERTOP. SUGGESTION HEIGHT 15 6" [NEC 2I0.52.C(5)] SECTION 2. EQUIPMENTS No. 018959 rn f) FU5E5 SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. g) WHERE CIRCUIT BREAKER IS UTILIZED WITHOUT AN INSTANTANEOUS TRIP, Exp.12-31-2021 c) THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES A ELECTRICAL PANELBOARD, FLUSH OR SURFACE MOUNTED AS INDICATED DOCUMENTATION SHALL BE AVAILABLE TO TH05E AUTHORIZED TO DESIGN, g) ELECTRICAL EQUIPMENT SHALL BE LISTED BY THE CITY, WHERE THE PROJECT 15 AND OTHER OPERABLE EQUIPMENT SHALL BE INSTALLED AT AN AGGE55IBLE LETTERED BALLOON INDICATES DESIGNATION INSTALL, OPERATE, OR INSPECT THE INSTALLATION AS TO THE LOCATION OF HTE `1'q F�FCTR\GP LOCATED, RECOGNIZED ELECTRICAL TE5TIN6 LABORATORY OR APPROVED BY LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF 0 JUNCTION BOX, ABOVE GEILIN6, OR A5 REQUIRED TO SUIT THE APPLICATION CIRCUIT BREAKER(5). WHERE A CIRCUIT BREAKER IS UTILIZED WITHOUT AN lF OF THE DEPARTMENT. SECTIONS IIISB.5 AND 111015.6. [20111 GBG III7B.6.3] IN5TANTANEOU5 TRIP, ONE OF THE FOLLWIN6 OR APPROVED EQUIVALENT MEANS h) NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE d) CONTROLS AND 51NITGHE5 INTENDED TO BE USED BY THE OCCUPANT OF THE �T APPROXIMATE LOCATION OF EXISTING J-BOX IN AGGE55IBLE GEILIN6 SPACE SHALL BE PROVIDED: (240.87) PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, A. ZONE-SELECTIVE INTERLOCKING ELECTRICAL EQUIPMENT. APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT, SHALL BE TELEPHONE OUTLET IN WALL, +I8" OR AS NOTED SINGLE GANG OUTLET BOX B. DIFFERENTIAL RELAYING LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET ALWITH 3/4" CONDUIT AND PULL WIRE TO AGGE55IBLE GEILIN6 SPACE. C. ENERGY-REDUCING MAINTENANCE SWITCHING WITH LOCAL STATUS i) MAIN SERVICE WILL NOT ENERGIZED PRIOR TO THE BUILDING INSPECTOR'S BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET INDICATOR RECEIPT OF A THIRD PARTY "NRTL" TESTING LABORATORY PERFORMANCE TEST BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [20I9 GBG Q DATA OUTLET IN WALL +IS" OR AS NOTED. SINGLE GANG OUTLET BOX CERTIFICATION FOR THE SERVICE GROUND FAULT PROTECTION. 20I7 NEC, WITH 3/4" CONDUIT AND PULL WIRE TO ACCESSIBLE GEILIN6 SPACE. 230.115 1117B.6.5.1] COMBINATION TELE/DATA OUTLET BOX, +IS" OR AS NOTED. SINGLE GANG h) PROVIDE SWITCH AND RECEPTACLE HEIGHTS PER STATE OF CALIFORNIA T AGGE55IBLE REQUIREMENTS. ) ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 3- AMPERES OR OUTLET WITH 3/4" CONDUIT AND PULL WIRE TO AGGE55IBLE GEILIN6 SPACE. e L LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE WALL MOUNTED 2 HOUR BY PASS TIMER (TORK #A500 SERIES) Is p THAN 46 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX 0 i) THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM IOOA METER COMBINATION OR RECEPTACLE HOUSING NOR LE55 THAN 15 INCHES MEASURED FROM THE REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM ENGINEERS I I20/240/I0-3W, IOOA BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE •5 MANUAL MOTOR RATED 5WITGH LOCATED @ EQUIPMENT PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT PUULLLL SECTION LAW5, ORDINANCES, RULES, AND/OR RE6ULATION5.LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. IN A NEMA-3R ENCLOSURE FUSED 015CONNECT 5WITGH, SIZE AND FUSED AS NOTED ON PLAN IOKAIG 26439 Rancho Pkwy. S., Ste 120 IMPORTANT BID NOTES: Lake Forest, CA 92630 SINGLE POLE 5WITGH, +42" OR A5 NOTED j) FOR FIRE RATED WALL/GEILIN6 PENETRATION AND/OR MEMBRANE PENETRATION, Tel- 949-267-9095 a) DUE TO THE SMALL SCALE OF DRAWIN65, IT IS NOT ALWAYS POSSIBLE TO SHOW COMPLETE NRTL CLA55IFICATION 5HEET5 SHALL BE PROVIDED TO TEH M ALL DEVICES WHICH MAYBE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE TELEPHONE TERMINAL BACKBOARD (TTB), 3/4" THICK GDX PLYWOOD 2'X8' INSPECTOR AT THE TIME OF INSPECTION. IOOA/2P TO VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. NO UNLE55 NOTED OTHERWISE. SAND 4 PAINT BOTH SIDES. GIVE SOUTHERN CALIFORNIA ED150N (5GE) WRITTEN NOTICE OF THE EXTENT AND MAIN BRANCH BREAKERS ADDITIONAL COMPENSATION WILL BE MADE FOR EXTRA DUE TO CONTRACTOR'S IOOA n (TYPICAL) FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO DETERMINE ALL EXISTING SECTION 3. RECEPTACLES NATURE OF ANY MATERIAL CHANGE IN THE SIZE, CHARACTER, OR EXTENT OF THE GPS CONDITIONS BEFORE SUBMITTING HI5 BID. UTILIZING EQUIPMENT OR OPERATIONS FOR WHICH 50E 15 5UPPLYIN6 ELECTRIC n � DUPLEX RECEPTACLE IN WALL 120V, 20AMP5, +IS A.F.F, 3 ABOVE COUNTER SERVICE BEFORE MAKING ANY SUCH CHANGE. b) REFER TO COMPLETE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING OR AS NOTED. n n DRAWIN65 FOR ADDITIONAL NOTES, SPECIFICATIONS, DETAILS, CONTROLS, ETC. TWO-GANG DUPLEX RECEPTACLE (QUADPLEX) IN WALL, +IS" A.F.F OR AS NOTE REPORT TO ARCHITECTURE IMMEDIATELY IF ANY CONFLICTS OCCUR BETWEEN I) EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT THE DRAWINGS AND INCLUDE ALL 005T PER ARCHITECTURE'S CLARIFICATION IN WILL SIMULTANEOUSLY DISCONNECT ALL UNDER6ROUNDED CONDUCTORS AT THE BASE BID. THI5 REQUIREMENT WILL BE STRICTLY ENFORCED. NO CHANGE '@I`GFI GFI DUPLEX RECEPTACLE IN WALL, +42" A.F.F OR AS NOTED POINT WHERE THE BRANCH CIRCUIT ORIGINATES. (2I0.4) ORDERS WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PERFORM THI5 I I FUNCTION. DUPLEX RECEPTACLE (20 AMP) +IS" OR AS NOTED (ON A SEPARATE CIRCUIT) m) MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO THE PARTITION SHALL BE PROVIDED WITH A MEAN TO DISCONNECT SIMULTANEOUSLY ALL UNDER&ROUNDED W n SPECIAL RECEPTACLE NEMA TYPE AS DESIGNATED, +IS" OR AS NOTED CONDUCTORS AT THE PANELBOARD WHERE THE BRANCH CIRCUIT ORIGINATES. O GND BU5 t�I SECTION 4. SENSORS (605 7) ~ U ELECT I CAL SHEET I I`��EX WALL MOUNTED MOTION SENSOR THE WATT STOPPER "WA-300" . n) PROVIDE SEPARATE SUBMITTAL, OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, Z 2 OR EQUIVALENT. AND APPROVALS FOR ALL FIRE ALARM SYSTEM INSTALLATIONS AND/OR ~ 3/4"C I#6 GU NO. SHEET DESCRIPTION REMARKS GEILIN6 MOUNTED ONE WAY MOTION SENSOR WITH 5WITGH PACK MODIFICATIONS FROM TEH LBFD AND THE L605 DEPARTMENTS. Li w TO 10 ROD (THE WATT STOPPER GX-I00); COVERAGE UP TO 2000 S.F. Li Li 3/4"C I#6 GU ELECTRICAL GENERAL NOTES, SHEET GEILIN6 MOUNTED TWO WAY MOTION 5EN50R WITH 5WITGH PACK o) ALL INSTALLED MATERIALS AND EQUIPMENT SHALL BE LISTED U.L., NRTL OR C) TO I O ROD I E-1.0 INDEX, 5I NOLE LINE D I AORAM, 4 PANEL - w SCHEDULE (THE WATT STOPPER UT-300-1); COVERAGE UP TO 500 50. FT. LISTED AND APPROVED BY A CITY OF LONG BEACH APPROVED TESTING FROM UTILITY (THE WATT STOPPER UT-300-2); COVERAGE UP TO 1000 50. FT. LABORATORY. Q FEEDER (THE WATT STOPPER UT-500-3); COVERAGE UP TO 2000 50. FT. Z a_2 E-I.I ELECTRICAL LIGHTING FIXTURE 50HEDULE - D GEILIN6 MOUNTED DUAL TECHTWO WAY MOTION SENSOR WITH 5WITGH PACK p) ALL NEW OVERGURRENT DEVICES INSTALLED IN EXISTING U IN RE5TROOM (THE WATT STOPPER PT-300) PANELS/SWITCHBOARDS SHALL MATCH THE MAKE, MODEL, AND INTERRUPTING w ELECTRICAL PHOTOMETRIC PLAN (PART GEILIN6 MOUNTED TWO WAY CORRIDOR MOTION SENSOR WITH 5WITGH PACK CAPACITY OF THE EXI5TIN6 OVERCURRENT DEVICES. O 3 E-2.0 A) - mom (THE WATT STOPPER "WT"). OR EQUIVALENT. Ir IL ELECTRICAL PHOTOMETRIC, PLAN (PART SECTION 5. MISCELLANEOUS c�) RACEWAY SEALS - CONDUITS OR RACEWAYS THROUGH WHICH MOISTURE MAY 4 E-2.1 B) CONTACT LIVE PARTS SHALL BE SEALED OR PLUGGED AT EITHER OR BOTH ®SINGLE LINE DIAGRAM PEDESTAL 'P D 1 ' ELECTRICAL PHOTOMETRIC PLAN (PART REFERENCE TO PLAN NOTES ENDS. SCALE: NONE 5 E-2.2 0) - • UP CONDUIT STUBBED UP r) REFRIGERANT DETECTION - DETECTION AND ALARM SYSTEMS SHALL BE O ON CONDUIT STUBBED DOWN POWERED AND 5UPERVI5ED AS REQUIRED FOR FIRE ALARM SYSTEMS IN THE 6 E-2.3 ELECTRICAL PHOTOMETRIC PLAN (PART - FIRE CODE. (201a CMG 1121.2) LOCATION PEDESTAL MAIN AMP M.L.O. 120/240 V 1 0 3 W D) (E) DENOTES EXISTING TO REMAIN s) PROVIDE LOCAL DISCONNECTS FOR ALL HARDWIRED EQUIPMENT THAT 15 NOT PANEL PD1 BUS RATING 100 AMPS MOUNTING: STUB UP 7 E-3.0 ELECTRICAL SITE PLAN (PART A) - (N) DENOTES NEW TO MATCH EXI5TIN6 "WTHIN SIGHT" OF THE SOURCE PANEL. S I DESCRIPTION A OLT AMPS B c E s BKR Nor BUS NOT BKR M E T BOLT AMPB DESCRIPTION fb fb j6B s c c (R) DENOTES EXISTING RELOCATED DEVICE AT NEW LOCATION Q MULTIPLE RACEWAYS CONTAINING MORE THAN 3 CURRENT CARRYING C/I EXTERIOR LTG 800 20-1 1 2 20-1 SPARE 5 E-3.I ELECTRICAL 5ITE PLAN (PART B) - CONDUCTORS SHALL COMPLY WITH [20111 CEO, 3I0.I5(13)(2)(A)]. Q SPACE 3 4 20-1 SPARE (ER) DENOTES EXISTING DEVICE TO BE RELOCATED m SPACE 5 4 6 SPACE Iu) THE IDENTIFICATION OF EVERY CIRCUIT OF A PANEL BOARD AND SWITCHBOARD � SPACE 7 $ SPACE a E-3.2 ELECTRICAL SITE PLAN (PART G) - (NL) DENOTES NIGHT LIGHT FIXTURE AND SHALL BE EQUIPPED WITH a0 MINUTE SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND SPECIFIC C/ SPACE 9 10 SPACE BATTERY PACK, ONLE55 NOTED OTHERWISE. PURPOSE OR USE AND SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH SPACE hi 12 SPACE CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. 20111 G.E.G. 408.4 cf SUB-TOTAL ,QSA- 800 VA ,QJB- 0 VA IO E-3.3 ELECTRICAL SITE PLAN (PART D) - v) A SINGLE RECEPTABLE INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL X HAVE AN AMPERE RATING OF NOTE LESS THAN THAT OF THE BRANCH CIRCUIT. w I =LLJ TOTAL CONNECTED VA = 800 NOTES: 1 10KAIC SERIES RATED OR VERIFY W/ SERVICE PLANNER. II E-4.0 ELECTRICAL OUTDOOR T24 FORMS - -i Q C:) LCL 125 % 0 = 0 INDICATE THE RECEPTACLE RATING. (210.21(B)(1)) U 1 Z F cj::�Q- TOTAL OTHER LOAD = 0 [__m(- PANEL LOAD = 0.8KVA w) PROVIDE RECEPTACLE OUTLETS WHEREVER CORD CONNECTED EQUIPMENT WILL w LL)z LLJ J FEEDER AMPS = 6.67A BE USED. (2I0.50(5)) _ i W= V) LL_I CD cr) x) WHERE THE DISCONNECTS ARE NOT PROVIDED WITHIN SIGHT FROM THE EQUIPMENT IT SUPPL I E5, THE 51NITGH OR CIRCUIT BREAKER MUST INCLUDE PROVISIONS FOR ADDING A LOCK, AND THESE PROVISIONS MUST REMAIN WITH THE EQUIPMENT. THESE LOCKING PROVISIONS HAVE TO BE PART OF THE DRAWN EQUIPMENT, EITHER INHERENT TO THE EQUIPMENT DESIGN OR AS AN ACCESSORY GMEP FEATURE THAT CAN BE INSTALLED ON THE EQUIPMENT. [4I O.I 4I(B), 422.3I(B), CHECKEDG M E P 424.Iq, 440.14 EXCEPTION NO. I, 600.6(A)(2)(3), 620.5I(A) EXCEPTION NO. I, DATE 620.53, 620.551 04/06/21 SCALE AS NOTED y) STANDARD NONLOGKING STRAIGHT-BLADE RECEPTACLES IN 120- AND JOB NO. 250-VOLT CONFIGURATION AT WET/DAMP LOCATION ARE REQUIRED TO BE 20-690 LISTED WEATHER-RESISTANT TYPE. [406.8(A)] SHEET E - 1wO OF SHEETS REVISIONS NO. DATE DESCRIPTION SEAL: QRpFESS10/yq No. 018959 rn Exp.12-31-2021 'eCTR�GP F OF CAL�Fp MT L ENGINEERS 26439 Rancho Pkwy. S., Ste 120 Lake Forest, CA 92630 Tel- 949-267-9095 Q W z O LL- Q J U Z � LLI W C) W Q J Z Q IZ P U W D O Ir BUILDING LIGHTING FIXTURE SCHEDULE MARK LEGEND VOLT MOUNT DESCRIPTION MANUFACTURER MODEL NUMBER LAMPS INPUT NOTES WATTS w A 5UN VALLEY CLX-WA-LED-VPA 58 120 POLE V LED POLE LIGHT FIXTURE. LIGHTING -A5Y-48LED LED 5a OR APPROVED LL-i EQUAL = U C/) B 35 OO 120 BOLLARD LED PATHWAY BOLLARD LIGHT FIXTURE. FORM5 4 OR APPROVED LLJ SURFACES LBGOR-LED LED 35 EQUAL MEDIUM 51ZED LED WALL WASH LIGHT. U X ® 15 GROUND CONTRACTOR TO PROVIDE ALL FXLUMINAIRE PB-3LED-AT LED 4.2 OR APPROVED -LJ- 4,2 REQUIRED LOW VOLTAGE DRIVER. EQUAL VERIFY W/MANUF. w W= LAND50APE ADJU5TABLE TREE _ CD D Q 12 GROUND FLOODLIGHT. CONTRACTOR TO PROVIDE PHILIP5 BLa-D-W-A-51 LED 11 OR APPROVED � W ALL REQUIRED LOW VOLTAGE DRIVER. EQUAL VERIFY W/MANUF. TRUNK MOUNTED UP/DOWN LIGHT. DRAWN E 0 0 TRUNK CONTRACTOR TO PROVIDE ALL FXLUMIRAIRE TR-YY-bP-XX LED O OR APPROVED GMEP REQUIRED LOW VOLTAGE DRIVER. EQUAL CHECKED VERIFY W/ MANUF. GMEP WALL MOUNTED UP/DOWN LED SQUARE DATE F 5TRUCTURE DOWNLIGHT. CONTRACTOR OR APPROVED 04/06/21 15 WALL TO PROVIDE ALL REQUIRED LOW FXLUMIAIRE NL-3LED-ON LED 4.2 EQUAL SCALE 4.2 VOLTAGE DRIVER. VERIFY W/MANUF. AS NOTED JOB NO. 20-690 NOTES; SHEET 1) VERIFY WITH OWNER BEFORE PURCHASING THE LIGHTING FIXTURES. 2) ALL LIGHTING WILL BE TYPICALLY CONTROLLED BY PHOTOCELL. VERIFY WITH OWNER AND ARCHITECT BEFORE PURCHASE E 1 . 1 OF SHEETS REVISIONS Schedule NO. DATE DESCRIPTION Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage Lamps per Lamp 16 CLX-WA-LED-VPA-SYM- POST TOP,EXTRUDED FINNED DIFFUSE 36 WHITE LIGHT EMITTING 36 171.5168 0.85 58 A 36LED-525mA-NW METAL HOUSING WITH 36 LEDs. DIODES(LEDs)DRIVEN AT ❑ 525MA. 49 Cordia Bollard 35W LED chip 3000K, 1 3803 0.85 34.43 B Bridgelux(BXRA-30E4000-H- 03) Statistics Description Symbol Avg Max Min Max/Min Avg/Min Open Space + 0.7 fc 3.6 fc 0.0 fc N/A N/A Roads 0.1 fc 1.8 fc 0.0 fc N/A N/A Walkways 0.4 fc 3.1 fc 0.0 fc N/A N/A N 00054'58` E 621-42 :380 ozo,oo �o� p ap�� � �o; �� ° ° o o= ;z,° ° ° °.° °.z ° os,z s °° °, ° °° °, ° °, . °a ,, a; a: a a os as ° ,° ° Ew ° ° ° ° a ; ;3 ;o a= a; s ;z ;° °°° s ° ; °, ° ° ° a oa oz °, °° o? o; a oz o ; °3 °z °, ° ° ° z °, , °° °, °, °, °, °, °° °, ° °, ,, °, °, °, , °9 ° °a °z °z , , , ,°*11 Do Do ° °° °, °, °, °° ° °° ° ° , ° ° °, °, °z . °. ° °z °, °, °, °, 03 °s °, 03 °, °, °, °, °, °, °. °. °z °, °, °, °, °, °a °, °s °, " °, °, °, , ° ° , a °° °° °, °, °, °, I� °° ° °° °.° °° ° °° °° °, °a I SEAL: , °, ., °, °° °, ., °, z °, °., °, °., °° °° °., °, °., °, °., °, °° °r •°°•°°'°° •°°• •°°• •°°• •°°• •°°• •°°• •°, •° °, °z Q�pFESSIpNq ° °° °° °° °° °° °° °° °° °° °, °z °, °, °° °° °° °° °° °, °, °z °z °z °, °, °, °° °° °° °, °, °, °, °, °, °, °, °, ° °, °, °, °° °, °, °z °, °, °, °, °, °, °, °, °z °, °z °, °, ° °° °° °° °° °° °° ° °, °, GYI F P 4 �. 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JOB NO. 20-690 ELECTRICAL PHOTOMETRIC PLAN (PART A) SHEET SCALE: 1/32" = 1'-0" E - 2wO OF SHEETS REVISIONS Schedule NO. DATE DESCRIPTION Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage Lamps per Lamp 16 CLX-WA-LED-VPA-SYM- POST TOP,EXTRUDED FINNED DIFFUSE 36 WHITE LIGHT EMITTING 36 171.5168 0.85 58 A 36LED-525mA-NW METAL HOUSING WITH 36 LEDs. DIODES(LEDs)DRIVEN AT ❑ 525MA. 49 Cordia Bollard 35W LED chip 3000K, 1 3803 0.85 34.43 B Bridgelux(BXRA-30E4000-H- 03) Statistics Description Symbol Avg Max Min Max/Min Avg/Min Open Space + 0.7 fc 3.6 fc 0.0 fc N/A N/A Roads 0.1 fc 1.8 fc 0.0 fc N/A N/A Walkways 0.4 fc 3.1 fc 0.0 fc N/A N/A SEAL: Q�pFESS10Nq � �P G Git t� No. 018959 rn Exp.12-31-2021 70 `S`�TF�FCTR�GP���P F OF CAL�F� MT L ENGINEERS I 26439 Rancho Pkwy. 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DATE DESCRIPTION SEAL: QRpFESSlO/yq 1� No. 018959 rn Ex 12-31-2021 STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA 1 P• 1 Outdoor Lighting Outdoor Lighting Outdoor Lighting NRCCATO-E{Created 11/19) CAUFiJRNIA ENERGY COMM155ION NRCC-LTC}-E{Created 11I19) CALIFORNIA ENERGY CDMM155119 NRCC-LTC}-E{{leafed 1;119) CALIFORNIA ENERGY COMM155119 `s F�FCTR�GP��P CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E F OF CAL�FO This document Is used to demonstrate compliance with requirements in 1§ 1U.9,.§130•[] 1LQ.2 42400 and j1 i1 Q bf2t for outdoor lighting scopes using the prescriptive path. Project Name: 20-650 Montage lReport Page: Page 2 of S Project Name: 20-690 Montage lRepoft Page: Page 3 of 6 Project Name: 20-690 Montage lReport Page. Page 1 of 6 Project Address: Palm Desert,CA JDate Prepared: 04106/2021 Project Address; Palm Desert,CA Date Prepared: 04/0612021 Project Address: Palm Desert,CA jDate Prepared: 04f0611021 D.EXCEPTIONAL CONDITIONS 1G.CUTOFF REQUiREISAENT5(BUG) A.GENERAL INFORMATION FW This table is auto filled with uneditabie comments because of selections made or data entered in tables throughout the form, This Section Does Not Apply 01 Project Location(city} Palm Desert 04 otal Illuminated Hardscape Area(ftl} 299,i752 02 Climate Zone 1S No exceptional conditions apply to this project. H.OUTDOOR LIGHTING CONTROLS 03 Outdoor Lighting Zone per Title 24,Pan 1§10-114 oras designated by Authority Having Jurisdiction(AHJ): Table Instructions: Complete this table demonstrating romphance with controls requirements for all new or altered luminaires installed as part of the permit appllcatfan, For M 1Z-0:Very Low-Undeveloped Parkland [] LZ-2:Moderate-Rural Areas [] LZA:High-Must be reviewed by CA Energy Commission for Approval E.ADDITIONAL REMARKS alteration projects,luminaires which are existing to remain(se untouched)and luminaires which are removed and reinstalled(wiring only)do not need to be included in this table [] 1Z-1:Low-developed Parkland LZ-3:Moderately High-Urban Areas this table includes remarks made by the permit applicant to the Authority Having Jurisdiction. even+f they are within the spaces covered by the permit uppiication, When an option having a*is selected, tfre notes section of this table must be completed. The lighting controls section of the Compliance Summary Table an the first page will B. PROJECT SCOPE Id show"ODES NOT COMPLY"If the notes are left blank.For each requirement in calvmns DZ through C14,do oat leave the field blank,instead select Nit or Exempt*from the Table instructions:include any outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path dropdown list to irldicote not applicable or on exemption. ENGINEER S outlined in I§ 4f7.7 or§L!L0(b17L for alterations, F,OIJTpQOR LIGHTiN ,FIIfTURE SCHEDULE Mandatory Controls My protect consists of: Table Instructions.For new or offered lighting systems demoostrotiog compliance with �i4 40 (ie l'abie I has expanded for iopat),include all laminolres being installed and airy 01 02 43 04 (15 01 02 existing luminaires remoirring or being moved within the spaces covered by the permit application in the Table below. For altered lighting systems using the Existing power 26439 Rancho Pkwy. S., Ste 120 Shut-OffAuto-5thedule )Notion Sensor field Inspector0 Lake Forest, CA 92630 New Lighting System Must Comply with Allowances from 1§ 4q_7. method per§14J.�b1�t(ie Table lY has expandedfor input),include only new luminaires being installed and replacement luminaires being installed aspart of the project scope Area Description 130.2 c 1 130.2 c 2 130.2 c 3 [] Altered Lighting System Is your alteration increasing the connected lighting load(WattW {�Yes ('No (le,do not include existing luminaires remoining or existing luminaires being moved). §--�— L----� �LMILc ' Pass Fail Tel- 949-267-9095 03 04 l05 Designed Wattage, Walkway Photo[untrol Yes Yes ❑ L %of Existing Luminaires Being Altered' Sum Total of Luminaires Being Added or Altered ICalculation Method 01 02 03 04 05 06 07 08 09 10 *NOTES:Controls with a*require a note in the space below explaining how compliance is achieved. 'FOOTNOTES:%of Existing turninaires Being Altered=(Sum Total of Luminaires tieing Added or Altered+Existing tuminaires within the Scope of the Perrrrft Application)x 100 iota! Excluded Cutoff Req.7 EX:Notpermitted by health&safety to be turned off,EXCEPTION I to 133 a•2fc) Field inspector Name or Watts per How Wattage is s 6,200 initial lumen p C.COMPLIANCE RESULTS Item Tag Complete Luminaire description lurnlnairej,t determined number Luminaire Status' per Design Watts output luminaires 140.7 a 130.2 Table instructions:if any tell on this tablesoys WE5 NOTCOMPLY or'COWDE5 with Exceptional Conditions"refer to Table a.far guidance. � tt a Pass Fail--(- I.LIGHTING POWER ALLOWANCE(per 140.7 Calculation of Total Allowed Lighting Power(Watts)4140.7 or§14i.0iblzL Compliance Results A Outdoor LED Pole Itg [] Linear 58 Mfr.Spec' 16 New ❑ 928 NA;<6,200 lumens ❑ ❑ Table Instructions:Please complete this table for areas using the 01 01 02 03 04 05 06 07 as 09 B Outdoor LEO hD[lard Itg �] Linear 35 Mfr--Spec' 49 Ngw ,] 1,715 NA:<6,200 lumens ❑ ❑ allowance calculations(per 1§ 40.7. General Hardscape Allowance "Use it or lase it"Allowances(select all that apply) General Per Safes Per SpeGi>:i[ Estfs#ing Total Designed Watts: 2,643 is per,Table 140.7-A while"Use it or lost it"Allowances are per General Hardscape Ornamental _ * NOTES.Selections with a`require a note in the space below explaining how compliance is achieved. Table 14O1 7-B.Indicate which allowances are being used to JZ Hardscape + Application + t rootage + + Area OR Power - Total Allowed } Total Actual q P p g P Per Application [] sales Frontage 0 Ornamental [] Per Specific Area Allowance- §140.7id12 137Mustbek08 expand sections far use)input luminaires that qualify for one of Allowance 1 0.7 2 i3140.7yt02 '?_7Lt11? §141 b L llNatts) (Watts) EX:tuminQire is lighting a statue;EXCEPTIdN 2 to I317.?b. ' J140-71d11 the "Use it or lose it aifawortces shall not qualify for another Ilse (see Table 1) (See Table 1) (see Table K) (See Table L} (see Table M) (see Table N} (5ee Table I) , it or lose it"ollowance. Table I tbelow) Table 1 Table K Table L Table M FOOTNOTF5:Authority Having Jurr`sdlction may ask.for Cuminaire cut sheets to confirm wattage used for compliance per I3Q.0 c Q 16,2153.98 + + + + OR. = 16,263.88 y 2,543 COMPLIES 'For(near luminaires,wattage should be indicated as W11f instead of WattsItumirtaire. Total Inear feet for the luminolre should be indicated fin column 05'instead of rrumbef of Calculated General Hardscape Lighting Power Allowance per Table 14ci.7 A(LZ 2&3� z Cutoff Compliance(See Table G for Details) Not Applicabla luminaires. 02 (13 04 OS 06 07 1 08 1 09 10 W t Controls Compliance(See Table H for Details} COMPLIES 'Select"New"farnew luminaires in a new outdoor lighting project or foradded luminaires in an alteration. Select'%tered'�for replacement luminaires in an alteration. -Select- Area Wattage Allowance (AWA) Linear Wattage Allowance(LWA� Total General � "Existing to Remain"for existing luminaires within the project-scope that are not being altered and are remaining. Select"Fxisting Reinstalred"for existing luminaires which are Area Description Surface Type Illuminated Allowed Density Area Allowance Perimeter Allowed Density Linear Allowance AWA+LWA J being removed and reinstalred as part of the project scope Area(ft') (W/ftl) (Watts) Length(If) (W/If) lWatts) (Watts) � Q 'Compliance with mondotory curoff requirements is required for luminaires with initial lumen❑utpute 6,100 unless exempted by§23a.71b. Roads Asphalt 256,046 0.025 6,401.15 11,503 0.25 2,875.75 9,276.9 �J U Table Continued ` O L/J CA Suilding Energy Efficiencyency Standards-2019 Norresidential Compliance;hit p:llwww.eye fa W.ca. oyItitle2412019standards November 2019 CA building Energy Efficiency Standards-2019 Nonresidential Compliance-http—lllwww.energy.ca.goviiLtie2412019stan m dards November 2619 CA building Energy Efficiency Standards-2019 Nonresidentialm Compliance-h1tp�/fwww_energy.ca.jzov/,title24f2fl193tandartls Novernbcr 2019 w C) W STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CAUFORNIA Outdoor Lighting Outdoor Lighting Outdoor Lighting Z Q NRCC-LTO-E{Creafrd 11 11 9) CAUFORNIA ENERGY COMM15SI19 NRCC-LTC+-E(Created 1;I19) CAUFORNIA ENERGY COMMISSI19 NRCC-LTC}-E(Cleated 11/19) CAUFORNIA ENERGY CDMWS51014 a_ CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E P Project Name: 20-691D Montage Report Page: Page 4 of 6 project Name: 20-69t]Montage Report Page: Page 5 of 6 Project Name: 20-690 Montage Report Page: Page(i of 6 W Project Address: Palm Desert,CA JDate Prepared: 04/06/2021 Project Address: Palm Desert,CA JDate Prepared: 04106/2021 Project Address: Palm Desert,CA jDate Prepared: 041061ZO21 O Walkways I Concrete 1 43,008 0-03 1,290,18 13,367 GA 5,346.8 6,636,9$ P.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 14 IL Tattle Instrurtiorrs:5elettiarfs have been made based on information provided in previous tables of this document.if any selection needs to be changed,please explain why in I certify that this Certificate of Compliance documentation is accurate and complete Initial Wattage AllaWance for Entire Site(Watts): 350 Tabie F,Additianol Rerrrarks.These documents must be provided to the building inspector daring construction and must be completed Oraagh❑n Acceptance Test Technician Total General Hardscape Allowance(Watts): lfi,2b3.$$ cert+ipcotion Provider(ATiCP), For more information visit:lrLW2-/www.energv,cd-a❑fit' 2 r�l;r r❑vi rs html bocurrlentatipn Author Narroe: GANGYI 2HQU 0ac0rrrentatian Author SigriaiUre: YES NO Form/Title Field inspector Company: GMEP ENGINEERS signature Date: o4 66/2021 J. LIGHTING ALLOWANCE:PER APPLICATION Pass Fail Address: 26439 RANCH❑PARKWAY 5-,SIT 120 CEA/HERS Certification Identification(if applicable); iThi55ecbon Foes NotApply & I- NRCA-LTD-02-A-Must be submitted for all outdoor lighting controls except for alterations where controls area added to,!;20 © ❑ City/state/Zip: LAKE FORE5T/CA/92630 Phone: 949-267-9095 luminaires. K LIGHTING ALLOWANCE:SALES FRONTAGE �,�Y RESPONSIBLE PERSON'S DECLARATION STATEMENT as I certify the following under penalty of perjury,under the laws of the State of California: This Section foes Not Apply 1. The Information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Cade to accept responsibility for the building design or system design identified an this Certificate of L.LIGHTING ALLOWANCE:ORNAMENTAL Compliance(responsible designer) This Section Does Not Apply 3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified oo this Certificate of Compliance conform to the requirements of Title 24,Part i and Part 6 of the California Code of Regulations. M. LIGHTING ALLOWANCE:PER SPECIFIC AREA 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable This Section Does Not Apply compliance documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be(made avaitable With the building permlt(s)issued for the building,and made available to the enforcement agency for all applicable inspections,I understand that a completed signed copy of this Certificate of Compliance is required to be included with the C/-) IN.EXISTING CONDITIONS POWER ALLOWANCE(alterations only) documentation the builder provides to the building owner at occupancy. This Section Clues Not Apply Responsible Designer Name: GANGYi ZHOU Responsible Designer Signature: C) 0 O.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Company. GMEP ENGINEERS Date Signed: 04/06/2021. LL- Table Instructions: Selections have beery mode based on information provided in previous tables of this document. If any selection needs to be changed,piease explain why in Address: 26439 RANCHO PARKWAY S_,STE 120 lJcense: 019959 -Zzt- Table E,Additfonol l;emarks, These documents must be provided to the building inspector during construction and car;be fourld orWoe at C\1 Cityrl5tate/Zip: LAKE FOREST/CA/92630 Phone: 919-26T 9095 Ld rrtleZ4 Zito standards �019 carrrralfunl dprurriErrtslNrsnresidential t7pcurrrents-/N6u Q YES NO Form/Titie Field Inspector -J Pass Fail F 0 O (� hlRCl-LTO 01 E Must be submitted for all buildings. El ❑ I--- W CU 0 NRCI-LTO-02-E-Must be submitted for a lighting control system;or for an Energy Management Control System(EMC5),to be � El _ �= recognized for compliance. Cl) L-i O DRAWN GMEP CA BuildingEner Efficient Standards-2019 Nonresidential Compliance:hrtppIlurww.erie.M..ca.govitltie24f2019standards November 2@19 CA Building Energy Efficient Standards-2019 Nonresidential Com Ifance;htta�llWww.enerQu.ca.sovltl#1e24130J5standards � � November 2019 CHECKED $V y p g gy Y p- November 2(}19 CA iuilding Energy Efficiency Standards-2019 Nonresidential Compliance; tta�Ilwww.ena=_rQv.ca.soylu#1e24t-92_standards GMEP DATE 04/06/21 SCALE AS NOTED JOB NO. 20-690 SHEET E -4eO OF SHEETS PLANNING COMMISSION STAFF REPORT CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT MEETING DATE: May 4, 2021 PREPARED BY: Kevin Swartz, Associate Planner REQUEST: Consideration to approve a Precise Plan of design and Conditional Use Permit (Case No. PP/CUP 20-0006)to convert the existing office building into four office use tenants, including an exterior remodel, a new 850- square-foot addition to the second floor, and a new 631-square-foot garage located at 74330 Alessandro Drive; and adoption of a Notice of Exemption in accordance with the California Environmental Quality Act (CEQA). Recommendation Waive further reading and adopt Planning Commission Resolution No. 2791, approving the applicant's request to convert the existing building into four professional office use tenants, an exterior remodel, a new 850-square-foot addition to the second floor, a new 631-square-foot garage, new landscaping, a new trash enclosure, and parking lot modifications; and adopt the Notice of Exemption in accordance with the CEQA. Architectural Review Commission Recommendation On December 8, 2020, the Architectural Review Commission (ARC) recommended approval of the proposed project on a 6-0-1 vote. The Commission supported the architectural and landscaping designs, and the site location. The Commission stated that the design and materials have been well thought out, and the building will be a great addition to the neighborhood. Commissioner Levin moved to approve Case No. PP/CUP 20-0006. The motion was seconded by Commissioner McAuliffe and carried by a 6-0-1 vote (AYES: Lambell, Levin, McAuliffe, McIntosh, Schmid, and Van Vliet; NOES: None; ABSENT: None; ABSTAINED: Vuksic). Executive Summary Approval of staff's recommendation will allow the applicant to convert the building into four professional office use tenants (non-medical). The approval also includes an extensive exterior remodel, including a new 850-square-foot addition to the second floor and a new 631- square foot two-car garage. The owner of the building will occupy tenant space four(upstairs), and one of the garage parking spaces. Other improvements include new landscaping, a new trash enclosure, and parking lot modifications. May 4, 2021 — Planning Commission Staff Report Case No. PP/CUP 20-0006 Sanin Office Building Page 2of6 The property is zoned Downtown Edge Transition Overlay (DE-0), which allows for professional office uses subject to a Conditional Use Permit (CUP). The proposed project is under parked for office standards; however, staff is recommending approval based on the nature of the businesses and available street parking directly in front of the property. Background Analysis A. Property Description: The 10,208-square-foot parcel is located on the northwest corner of Alessandro Drive and Santa Ynez Avenue. On July 16, 1991, the Planning Commission approved CUP 91-11, which allowed the applicant, Maple Leaf Plumbing Heating and Air Conditioning, to convert an existing four-unit apartment complex into a two-story 2,769-square-foot office building. The site provided access off of Alessandro Drive and a parking lot with 10 parking spaces. On January 7, 1992, Maple Leaf Plumbing Heating and Air Conditioning requested an amendment to the CUP to allow for driveway access on Santa Ynez Avenue. During that public hearing process, the neighbors were opposed and the Planning Commission denied the request. B. Zoning and General Plan Designation: Zone: DE-0 — Downtown Edge Transition Overlay General Plan: Downtown (D) C. Adjacent Zoning and Land Use: North: R-1, 13,000 — Residential Single Family/Residential Homes South: DE — Downtown Edge/Restaurant/Bar, Office and Commercial Uses East: DE-0 — Downtown Edge Transition Overlay/Office and Commercial Uses West: DE-0 — Downtown Edge Transition Overlay/Multi-family Apartments Protect Description The applicant is proposing to convert the existing building into four office use tenants. There will be two tenants on the first floor and two tenants on the second floor, which includes a new 850-square-foot addition. Below is the proposed tenant breakdown. • Tenant One — 1,104 square feet • Tenant Two — 1,000 square feet • Tenant Three — 850 square feet • Tenant Four— 606 square feet GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\PP CUP 20-0006 Sanin Building\Sanin PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case No. PP/CUP 20-0006 Sanin Office Building Page 3 of 6 The project scope also includes the following. • A very elaborate exterior remodel • A new 631-square-foot garage • New landscaping • New trash enclosure • Modifications to the parking surface to accommodate five parking spaces and one ADA parking space Access to the site will remain via Alessandro Drive. The tenant spaces will consist of professional office type uses operating typical office hours Monday through Friday from 8:00 a.m. to 5:00 p.m., with occasional weekend hours. The building owner will occupy Tenant Four. A. Architecture: The building's architecture maintains a contemporary/modern theme with flat parapet rooflines, angular shapes, architectural pop-outs, large eaves, metal awnings, recessed windows, warm neutral earth tone colors, and thick architectural elements. The two-story building maintains a variety of building heights from 14', 21'-6" to an overall height of 22'-6" which meets the DE-0 zone. B. Landscape: The applicant is proposing to line the street frontages with Canary Island Date Palms and European Olive trees. The plan also includes a variety of shrubs, accents, and ground cover between five and 15 gallons; Bougainvilleas, Whirling Butterflies Gauras, White Sages, Aloes, Golden Barrel Cactus's, Mexican False Yuccas, Red Yuccas, Desert Spoons, Beauty Natal Plums, Sierra Gold Daleas, and Little Rev Flax Lilies. Overall, the landscape design will blend with the existing landscape, while maintaining low water usage. The applicant has provided a landscape plan, which is attached to the staff report. The applicant will submit final landscape plans to the City's Development Services Department and the Coachella Valley Water District (CVWD) for review and approval. Analysis The existing property is approved for office type uses. However, since the applicant is converting the building into four tenant spaces, the DE-0 zone requires a CUP. A Precise Plan (PP) is also required based on the new additions to the property. The CUP and PP must be reviewed and approved by the Planning Commission to ensure there is adequate parking and land use compatibility with surrounding properties. GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\PP CUP 20-0006 Sanin Building\Sanin PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case No. PP/CUP 20-0006 Sanin Office Building Page 4 of 6 The project complies with the following development standards including setbacks, building height, lot coverage, and land use compatibility. The project does not comply with the parking standards as described below. As part of the PP, the Planning Commission may modify the development standards including parking, and staff is recommending a modification based on the number of off-street parking spaces directly in front of the property. A. Land Use Compatibility: The DE-0 zone introduces a transition from smaller retail and office uses adjacent to residential neighborhoods. The existing building has operated as an office use with daily customer trips to the property since 1991.The City has no documentation of complaints from the neighborhood.The surrounding properties consist of a variety of uses from multi-family units, single-family homes, offices, a massage establishment, a tattoo business, restaurant/bars, and other retail uses. The tenant spaces range from 606 to 1,104 square feet, which are geared towards smaller office uses. The office uses will operate during typical office hours Monday through Friday from 8:00 a.m. to 5:00 p.m., with occasional weekend hours. Staff believes that the proposed project maintains a land use that provides an attractive building design that will help update the neighborhood, and provides for a low-intensity use with no overnight parking. B. Parking: Section 25.18.050 Development Standards of the One Eleven Development Code requires non-residential uses within the DE-0 zone to provide three parking spaces per 1,000 square feet. The building totals 3,358 square feet requiring 10 parking spaces. The applicant is providing five parking spaces and one accessible parking space. Staff is recommending a parking modification based on the availability of street parking directly in front of the property. There are currently five parking spaces along Santa Ynez Avenue and two along Alessandro Drive. Usually, properties in a residential zone utilize their own street frontage for parking for a guest(s) and family members. Multi-family buildings typically create neighborhood parking concerns with overnight parking. Staff is recommending with the limited operating hours and type of businesses, that there is adequate on-site parking and street parking along Santa Ynez Avenue and Alessandro Drive, especially since there will not be any overnight parking Based on the amount of parking, staff believes that there is adequate parking available to accommodate the proposed project. Environmental Review For the purposes of CEQA, the Deputy Director of Development Services has determined that the proposed project will not have a significant negative impact on the environment, and is categorically exempt, under Class 32: Infill Development Projects, of the CEQA. Staff has GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\PP CUP 20-0006 Sanin Building\Sanin PC Stf Rrt.docx May 4, 2021 — Planning Commission Staff Report Case No. PP/CUP 20-0006 Sanin Office Building Page 5 of 6 prepared a Notice of Exemption and no further review is necessary. Findinqs of Approval Findings can be made in support of the project and under the City's Municipal Code. Findings in support of this project are contained in the Planning Commission Resolution attached to this staff report. LEGAL REVIEW DEPT. REVIEW FINANCIAL REVIEW ASSISTANT CITY MANAGER N/A N/A N/A Robert W. Hargreaves Eric Ceja, Deputy Director of Janet Moore Andy Firestine City Attorney Development Services Director of Finance Assistant City Manager City Manager, L.Todd Hileman: N/A APPLICANT: Prest Vuksic Greenwood Architects 44530 San Pablo Avenue, Suite 200 Palm Desert, CA 92260 ATTACHMENTS: 1. Draft Planning Commission Resolution No. 2791 2. Legal Notice 3. ARC Minutes dated December 20, 2020 4. Notice of Exemption 5. Exhibits Provided by the Applicant GAPlanning\Monica OReilly\Planning Commission\Staff Reports\2021\5-4-21\Kevin\PP CUP 20-0006 Sanin Building\Sanin PC Stf Rrt.docx PLANNING COMMISSION RESOLUTION NO. 2791 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A PRECISE PLAN OF DESIGN AND CONDITIONAL USE PERMIT (CASE NO. PP/CUP 20-0006) TO CONVERT THE EXISTING OFFICE BUILDING INTO FOUR OFFICE USE TENANTS, INCLUDING AN EXTERIOR REMODEL, A NEW 850-SQUARE-FOOT ADDITION TO THE SECOND FLOOR, AND A NEW 631-SQUARE-FOOT GARAGE LOCATED AT 74330 ALESSANDRO DRIVE; AND ADOPTION OF A NOTICE OF EXEMPTION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) CASE NO: PP/CUP 20-0006 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 4t" day of May 2021, hold a duly noticed public hearing to consider the request by Prest Vuksic Greenwood Architects, for approval of the above-noted project request; and WHEREAS, according to the California Environmental Quality Act (CEQA), the City must determine whether a proposed activity is a project subject to CEQA. If the project is subject to CEQA, staff must conduct a preliminary assessment of the project to determine whether the project is exempt from CEQA review. If a project is not exempt, further environmental review is necessary. The application has complied with the requirements of the "City of Palm Desert Procedure for Implementation of the California Environmental Quality Act," Resolution No. 2019-41, the City of Palm Desert (City), in its capacity as the Lead Agency for this project under the CEQA, in the Director of Community Development has determined that the proposed project is an Article 19 Class 32: In-Fill Development Projects (15332) Categorical Exemption for purposes of CEQA and no further review is necessary; and WHEREAS, at the said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the Planning Commission did find the following facts and reasons to exist to justify approval of said request: FINDINGS FOR APPROVAL: 1. That the proposed location of the conditional use is in accordance with the objectives of the Zoning Ordinance and the purpose of the district in which the site is located. The site is located within the Downtown Edge Transition Overlay (DE-0) zoning district. The DE-0 zone introduces a transition from smaller retail and office uses adjacent to residential neighborhoods, subject to a Conditional Use Permit (CUP). A CUP must be reviewed and approved by the Planning Commission to ensure there is adequate parking and land use compatibility with surrounding properties. The surrounding properties consist of a variety of uses from multifamily units, single-family homes, offices, a massage establishment, a tattoo business, restaurant/bars, and other retail uses. It can be determined that the approval of this CUP subject to the attached conditions, is consistent with the existing surrounding land uses and with parking requirements. PLANNING COMMISSION RESOLUTION NO. 2791 2. That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or be materially injurious to properties or improvements in the vicinity. The proposed conditional use is adjacent to properties with similar zoning designations with office, residential and commercial uses. The existing building has operated as an office use with daily customer trips to the property since 1991. The City has no documentation of complaints from the neighborhood. The surrounding properties consist of a variety of uses from multi-family units, single-family homes, offices, a massage establishment, a tattoo business, restaurant/bars, and other retail uses. The tenant spaces range from 606 to 1,104 square feet, which are geared towards smaller office uses. The office uses will operate during typical office hours Monday through Friday from 8:00 a.m. to 5:00 p.m., with occasional weekend hours. The proposed project maintains a land use that provides an attractive building design that will help update the neighborhood and provides for low-intensity use with no overnight parking. The businesses are compatible and do not create a negative impact such as noise to the adjacent residents. Additionally, staff believes that there is adequate public parking available, and the use will not create a public nuisance in regards to parking. This project, as mitigated by the conditions of approval, will not be detrimental to general public health, safety, and welfare or materially injurious to the properties in the vicinity. Water, sanitation, public utilities and services are already constructed and available throughout the surrounding area. The proposed use will comply with all building, life safety, and environmental standards. The site complies with the Americans with Disabilities Act (ADA). Therefore, the conditional use will not be detrimental to public health, safety, or welfare. 3. That the proposed conditional use will comply with each of the applicable provisions of this title, except for approved variances or adjustments. The existing building, new additions, exterior remodel, and proposed conditional use complies with all applicable development standards for building setbacks and height restrictions, all operational standards contained in the zoning code, and is consistent with the intent of the Zoning Ordinance. The office uses operate during normal business hours. This project will provide a service to the community and does not require approval of any variances or adjustments. 4. That the proposed conditional use complies with the goals, objectives, and policies of the City's general plan. The City's General Plan designates this property as "City Center/Downtown," which allows a variety of civic, cultural, office, entertainment, retail, restaurants, and other commercial services organized along walkable streetscapes. Staff believes that the business model fits this vision by offering services and employment opportunities in close proximity to residents. 2 PLANNING COMMISSION RESOLUTION NO. 2791 Additionally, the General Plan includes a Commercial Core Area Specific Plan that includes properties within the area. The overarching goal of the Specific Plan is to "maximize project area's potential for high-quality economic development compatible with Palm Desert's overall community goals and self-image." The proposed use and site improvements comply with the Commercial Core Specific Plan as they make a substantial investment into the building. The proposed use is in keeping with the General Plan and the vision within the General Plan. The project is consistent with the General Plan in respect to the appropriate use at the proposed location. The businesses are compatible with surrounding land uses, and are effectively located in a remote area, and should not cause any disturbances to adjacent residents. NOW, THEREFORE, BE IT ORDAINED BY THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings of the Planning Commission in this case. 2. That the Planning Commission does hereby approve the project as proposed. PASSED, APPROVED, AND ADOPTED by the Planning Commission of the City of Palm Desert, California, at its regular meeting held on the 4t' day of May 2021, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: JOHN GREENWOOD, CHAIR ATTEST: ERIC CEJA, SECRETARY PALM DESERT PLANNING COMMISSION 3 PLANNING COMMISSION RESOLUTION NO. 2791 CONDITIONS OF APPROVAL CASE NO: PP/CUP 20-0006 LAND DEVELOPMENT (PLANNING/ENGINEERING) DIVISION: 1. The development of the property shall conform substantially with exhibits on file with the Development Services Department as modified by the following conditions. 2. All construction documentation shall be coordinated for consistency, including, but not limited to, architectural, structural, mechanical, electrical, plumbing, landscape and irrigation, grading, and street improvement plans. All such plans shall be consistent with the approved entitlement plans on file with the Development Services Department. 3. The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to the approved project and all Palm Desert Municipal ordinances and state and federal statutes now in force, or which hereafter may be in force. 4. Prior to issuance of a building permit for construction of any use or structure contemplated by this approval, the applicant shall first obtain permits and/or clearance from the following agencies: Building & Safety Division Public Works Department Fire Department Coachella Valley Water District (CVWD) Evidence of said permit or clearance from the above agencies shall be presented to the Building & Safety Division at the time of issuance of a building permit for the use contemplated herewith. 5. The Applicant shall agree to defend, indemnify, and hold harmless the City of Palm Desert or its agents, officers, and employees from any claim, action, or proceeding against the City of Palm Desert or its agents, officers or employees, to attack, set aside, void, or annul, any approval of the City of Palm Desert, whether by its City Council, Planning Commission, or other authorized board or officer of the City. 6. All sidewalk plans shall be reviewed and approved by the Department of Public Works. 7. Lighting plans shall be submitted in accordance with Palm Desert Municipal Code (PDMC) Section 24.16 for any landscape, architectural, street, or other lighting types within the project area. 8. The property shall be maintained in accordance with landscape maintenance requirements contained in the PDMC. 9. The applicant or any successor in interest shall comply with all applicable local, state, and federal laws and regulations. 4 PLANNING COMMISSION RESOLUTION NO. 2791 PUBLIC WORKS DEPARTMENT: Prior to the issuance of grading permits the applicant shall: 10. The applicant shall submit a grading plan to the Permit Center for review and approval. Any changes to the approved civil plans must be reviewed for approval prior to work commencing. 11. The applicant shall submit a PM10 application for approval. The applicant shall comply with all provisions of PDMC Section 24.12 regarding Fugitive Dust Control. 12. The applicant shall abide by all provisions of City of Palm Desert Ordinance 843, Section 24.20 Stormwater Management and Discharge Ordinance. 13. The applicant shall pay the appropriate signalization fee in accordance with City of Palm Desert Resolution Nos. 79-17 and 79-55 and drainage fee in accordance with Section 26.49 of PDMC Code and Palm Desert Ordinance Number 653. 14. The applicant shall enter into and record an indemnity agreement for existing items in the public right-of-way. 15. The applicant shall enter into an agreement and post security, in a form and amount acceptable to the City Engineer, guaranteeing the construction of all off-site improvements. Improvements shall include, but are not limited to: A. The construction of one commercial driveway on Alessandro Drive. B. The modification of an existing curb ramp on the corner of Alessandro Drive and Santa Ynez Avenue to bring into ADA compliance. BUILDING AND SAFETY DIVISION: 16. This project shall comply with the latest adopted edition of the following codes: A. 2019 California Building Code and its appendices andstandards. B. 2019 California Plumbing Code and its appendices and standards. C. 2019 California Mechanical Code and its appendices and standards. D. 2019 California Electrical Code. E. 2019 California Energy Code. F. 2019 California Green Building Standards Code G. 2019 California Administrative Code. H. 2019 California Fire Code and its appendices and standards. 17. Provide building height and area analysis to determine compliance with CBC Section 503. Justify any area increases to height and area as permitted per CBC Sections 504 and 506. 18. Provide a complete set of scaled or fully dimensioned elevations to determine the number of stories for the proposed project. CBC Section 503 (Definition of "Grade Plan" "Story" and "Story above grade plane"). 5 PLANNING COMMISSION RESOLUTION NO. 2791 19. Submit an exit plan that labels and clearly shows compliance with all required egress features such as, but not limited to, common path of travel, required number of exits and separation, occupant load, required width, continuity, travel distance, elevators, etc. CBC 1001.1. 20. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1351. 21. A disabled access overlay of the precise grading plan is required to be submitted to the Department of Building and Safety for plan review of the site accessibility requirements as per 2016 CBC Chapters 11A& B (as applicable)and Chapter 10. 22. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 & 11 B- 206). 23. Detectable warnings shall be provided where required per CBC 11 B-705.1.2.5 and 11 B- 705.1.2.2. The designer is also required to meet all ADA requirements. Where an ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement. 24. All contractors and subcontractors shall have a current City of Palm Desert Business License prior to permit issuance per Palm Desert Municipal Code, Title 5. 25. All contractors and/or owner-builders must submit a valid Certificate of Worker's Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. 26. Address numerals shall comply with Palm Desert Ordinance No. 1351 (Palm Desert Municipal Code 15.28. Compliance with Ordinance 1351 regarding street address location, dimension, stroke of line, distance from the street, height from grade, height from street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds or other reasons that may render the building address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1351 or Municipal Code Section 15.28 from the Department of Building and Safety counter staff. 27. Please contact Tameca Williams, Management Specialists II, at the Permit Center(760-776- 6420) regarding the addressing of all buildings and/or suites. FIRE DEPARTMENT: 28. Fire Sprinkler System: An automatic sprinkler system shall be provided throughout all buildings with a Group R fire area. Ref CFC 903.2.8. 29. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at the time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72. 30. Knox Box and Gate Access: Buildings shall be provided with a Knox Box. The Knox Box shall be installed in an accessible location approved by the Office of the Fire Marshal. All 6 PLANNING COMMISSION RESOLUTION NO. 2791 electronically operated gates shall be provided with Knox key switches and automatic sensors for access. Ref. CFC 506.1. 31. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. All commercial buildings shall display street numbers in a prominent location on the address side and additional locations as required. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard No. 07-01. 32. These conditions are preliminary and further review will occur upon receipt of construction plans. Additional requirements may be required based upon the adopted codes at the time of submittal. END OF CONDITIONS OF APPROVAL 7 -, C I T Y 0 H I M 0 1 S I R T 73-5 Io FRED WARING DRIVE PALM DESERT, CALIFORNIA 9226o-2578 TEL: 760 346--o6i i ■ info®cityofpalmdesert.org CITY OF PALM DESERT LEGAL NOTICE CASE NO. PP 20-0006 NOTICE OF A PUBLIC HEARING BEFORE THE PALM DESERT PLANNING COMMISSION TO CONSIDER A REQUEST BY PREST VUKSIC GREENWOOD ARCHITECTS FOR AN 850- SQUARE-FOOT ADDITION TO THE SECOND-STORY, AND AN EXTERIOR REMODEL TO CONVERT THE EXISTING BUILDING INTO FOUR PROFESSIONAL OFFICE TENANT SPACES, AND MODIFICATIONS TO THE EXISTING PARKING LOT INCLUDING A NEW 631-SQUARE- FOOT GARAGE AT 74330 ALESSANDRO DRIVE; AND ADOPTION OF A NOTICE OF EXEMPTION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA). The City of Palm Desert (City), in its capacity as the Lead Agency for this project under the California Environmental Quality Act (CEQA), finds that the proposed project is exempt per Section 15301, Class 1 "Existing Facilities" of the CEQA and that a Notice of Exemption can be adopted as part of this project. Project Location/ Description: Protect Location: 74330 Alessandro Drive Project Description: An 850-square-foot addition to the second-story, and an exterior remodel to convert the existing building into four professional office tenant spaces, and modifications to the existing parking lot including a new 631-square-foot garage Recommendation: Staff is recommending that the Planning Commission adopt a resolution approving the proposed project, subject to conditions of approval. Public Hearing: The public hearing will be held before the Planning Commission on May 4, 2021, at 6:00 p.m. via Zoom. The hearing will be conducted in accordance with the City's emergency protocols for social distancing. Options for remote participation will be listed on the Posted Agenda for the meeting at: https://www.citvofpalmdesert.org/our-city/committees-and- commissions/planning-commission-information-center. Comment Period: The public comment period for this project is from April 24, 2021, to May 4, 2021. Public Review: The project applications are available for public review Monday through Friday from 8:00 a.m. to 5:00 p.m. by contacting the project planner, Mr. Kevin Swartz. Please submit written comments to the Planning Department. If any group challenges the action in court, the issues raised may be limited to only those issues raised at the public hearing described in this notice or in written correspondence at, or prior to the Planning Commission hearing.All comments and any questions should be directed to: Kevin Swartz, Associate Planner City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260 (760) 346-0611 kswartz@cityofpalmdesert.org PUBLISH: DESERT SUN ERIC CEJA, April 24, 2021 PLANNING COMMISSION SECRETARY MINUTES ARCHITECTURAL REVIEW COMMISSION DECEMBER 8, 2020 Upon a motion by Commissioner Levin, seconded by Vice-Chair Lambell, and a 5-0- 1-1 vote of the Architectural Review Commission, the minutes were approved with a spelling correction (AYES: Lambell, Levin, McAuliffe, Van Vliet, and Vuksic; NOES: None; ABSENT: McIntosh; ABSTAINED: Schmid). A. PRELIMINARY PLANS: 1. CASE NO: PP/CUP 20-0006 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve an exterior remodel to an existing office professional building. APPLICANT AND ADDRESS: Prest Vuksic Greenwood Architects, 44530 San Pablo Avenue, Suite 200, Palm Desert, CA 92260 LOCATION: SEC Fred Waring Drive and ZONE: DE San Pablo Avenue Commissioner Vuksic recused himself from this item due to a conflict of interest; however, he stayed in the Zoom meeting during the presentation. Commissioner Levin moved to, by Minute Motion, recommend to the Planning Commission approval of Case No. PP/CUP 20-0006, subject to City staff to work with the applicant and Burrtec concerning a trash enclosure or receptacle for the proposed project. The motion was seconded by Commissioner McAuliffe and carried by a 6-0-1 vote (AYES: Lambell, Levin, McAuliffe, McIntosh, Schmid, and Van Vliet; NOES: None; ABSENT: None; ABSTAINED: Vuksic). V. COMMENTS None VI. ADJOURNMENT With the Architectural Review Commission concurrence, Chair Van Vliet adjourned the meeting at 1:42 p.m. ERIC CEJA, SECRETARY MONICA O'REILLY, RECORDING SECRETARY 2 NOTICE OF EXEMPTION TO: Office of Planning and Research FROM: City of Palm Desert P. O. Box 3044, Room 212 Sacramento, CA 95812-3044 ® Clerk of the Board of Supervisors or ® County Clerk County of: 1. Project Title: PP/CUP 20-0006 2. Project Applicant: Prest Vuksic Greenwood Architects 3. Project Location — Identify street address The 10,208-square-foot parcel is located on and cross streets or attach a map the northwest corner of Alessandro Drive and showing project site (preferably a USGS Santa Ynez Avenue. 15' or 7 1/2' topographical map identified by quadrangle name): 4. (a) Project Location — City: 74330 Alessandro Drive, Palm Desert (b) Project Location — County: Riverside County 5. Description of nature, purpose, and Approval of staffs recommendation will allow the beneficiaries of Project: applicant to convert the building into four professional office use tenants (non-medical). The approval also includes an extensive exterior remodel, including a new 850-square-foot addition to the second floor and a new 631- square foot two-car garage. The owner of the building will occupy tenant space four (upstairs), and one of the garage parking spaces. Other improvements include new landscaping, a new trash enclosure, and parking lot modifications. 6. Name of Public Agency approving City of Palm Desert project: 7. Name of Person or Agency undertaking City of Palm Desert the project, including any person undertaking an activity that receives financial assistance from the Public Agency as part of the activity or the person receiving a lease, permit, license, certificate, or other entitlement of use from the Public Agency as part of the activity: 8. Exempt status: (check one) Notice of Exemption FORM`B" (a) ❑ Ministerial project. (Pub. Res. Code § 21080(b)(1); State CEQA Guidelines § 15268) (b) ❑ Not a project. (c) ❑ Emergency Project. (Pub. Res. Code § 21080(b)(4); State CEQA Guidelines § 15269(b),(c)) (d) ❑ Categorical Exemption. The City of Palm Desert (City), in its capacity as State type and class the Lead Agency for this project under the number: CEQA, has determined that the proposed project request is categorically exempt under Class 32: In-fill Development Projects, of the CEQA. Because of the categorical exemption, no further environmental review is necessary. (e) ❑ Declared Emergency. (Pub. Res. Code § 21080(b)(3); State CEQA Guidelines § 15269(a)) (f) ❑ Statutory Exemption. State Code section number: (g) ❑ Other. Explanation: 9. Reason why project was exempt: The proposed project is under 5-acres 10. Lead Agency Contact Person: Kevin Swartz, Associate Planner Telephone: (760) 346-0611 11. If filed by applicant: Attach Preliminary Exemption Assessment (Form "A") before filing. 12. Hasa Notice of Exemption been filed by the public agency approving the project?tYes T No 13. Was a public hearing held by the lead agency to consider the exemption?TYes T No If yes, the date of the public hearing was: May 4, 2021 Signature: Date: Title: TSigned by Lead Agency TSigned by Applicant Date Received for Filing: (Clerk Stamp Here) Authority cited: Sections 21083 and 21100, Public Resources Code. Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. Notice of Exemption FORM`B" NOW � SANIN PROFESSIONAL OFFICE BUILDING 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 P R EST � VUKSIC � GREENWOOD . A R T .S I N T E. . . . . O R S ,1+.t ' SHEET I N D E X JT SHEET NO. SHEET NAME - i , x - • 1 { •� A000 COVER SHEET . 'z .4 I A001 SHEET INDEX A002 EXISTING SITE AERIAL h- - + } • " '` . `� i' ARCHITECTURAL SITE PLAN - • woo4:T :. A101 EXISTING / DEMO SITE PLAN - Al 2 NEW ITE PLAN u� SITE _ - ' -� - •��. +�: �. - - D o s ` f _ � CIVIL ENGINEERING T, ' ' ,of.' > �m 1 OF 1 PRECISE GRADING PLAN LANDSCAPE L1.0 PRELIMINARY LANDSCAPE PLAN YI ,u .,, L_� + ' * "' +.. s • PROJECT INFORMATION L1.1 PRELIMINARY LANDSCAPE PLAN COLORED - • L2.0 PLANTING EXHIBIT SITE LIGHTING OWNER PROJECT ADDRESS ,. LTG 1.0 NEW SITE LIGHTING PLAN ` EDDIE SANIN 74330 ALESSANDRO DRIVE I, ,- I� „ - - . , , , , „ • �; 77682 COUNTRY CLUB DRIVE STE H PALM DESERT, CA. 92260 LTG 2.0 SITE LIGHTING PHOTOMETRICS r _ , PALM DESERT, CA. 92211 LTG 3.0 SITE LIGHTING FIXTURE CUT SHEETS - — 760.409.5958 ARCHITECTURAL BUILDING EDDIE@DESERTGATEREALESTATE.COM A201 EXISTING / DEMO 1ST FLOOR PLAN e � •{' x 'SAN Aw�• BUILDING DATA — -- x`•�s"'"r`v`, �� APPLICANT„� '�� .,�,� � A202 NEW 1ST FLOOR PLAN OCCUPANCY B A203 EXISTING / DEMO 2ND FLOOR PLAN _ _ .�r.� ti• � +'' •• +" '� •• • E PREST VUKSIC GREENWOOD ARCHITECTS TOTAL OCCUPANCY 24 A204 NEW 2ND FLOOR PLAN JOHN VUKSIC TYPE OF CONSTRUCTION V - B A301 EXSITING / DEMO ELEVATIONS 44530 SAN PABLO AVENUE, SUITE 200 SPRINKLER YES A302 EXISTING / DEMO ELEVATIONS ��.• _ x, l� . r . , , PALM DESERT, CA 92260 NO. OF STORIES 2 A303 NEW EXTERIOR ELEVATIONS 760.779.5393 NO. OF EXITS REQ D SEE EXISTING PLAN JOHNV@PVGARCH.COM APN: 625-091-008 A304 NEW EXTERIOR ELEVATIONS F " @ A307 COLORED ELEVATIONS DAVIDP PVGARCH.COM{- A308 COLORED ELEVATIONS LK I ASSESSOR'S PARCEL LOT AREA 4 } A401 PERSPECTIVES �� -- I x % APN 625-091-008 GROSS AREA: 0.24 ACRES k# i A402 PERSPECTIVES f , �• +- A403 PERSPECTIVES LEGAL DESCRIPTION LOT COVERAGE A404 PERSPECTIVES TOTAL BUILDING COVERAGE 3,129 SF A501 NEW SITE SECTION LOT 11 OF PALMA VILLAGE UNIT NO. 6 TRACT, AS SHOWN ON MAP FILED IN BOOK 3,129 SF / 10,208 SF X 100 31 PERCENT A601 EXSITING / DEMO ROOF PLAN OF MAPS, PAGES 81 THOUGH 83, A602 NEW ROOF PLAN f 41. S INCLUSIVE, IN THE OFFICE OF THE COUNTY } ' .� RECORDING OF RIVERSIDE COUNTY, LANDSCAPE PERCENTAGE A701 MATERIAL BOARD STATE OF CALIFORNIA LANDSCAPE ADJACENT TO PARKING 749 SF • • ' r 749 SF / 10,208 SF X 100 = 7 PERCENT VICINITY MAP PARKING AREA PARKING AREA 2,323 SF 2,323 SF / 10,208 SF X 100 = 22 PERCENT CONSULTANTS GROSS LOT AREA ZONING TABLE 25.18-2 ARCHITECT PARKING NAME S.F. TOTAL LOT AREA 10,208 SF ZONE : DE-0 PREST VUKSIC GREENWOOD ARCHITECTS NON-RESIDENTIAL USES BUILDING DENSITY JOHN VUKSIC FLOOR AREA RATIO 2.0 44530 SAN PABLO AVENUE, SUITE 200 (3) SPACES PER 1000 BUILDING AREA PALM DESERT, CA 92260 PROPOSED OFF - STREET PARKING = 6 SPACES NAME S.F. 760.779.5393 PROPOSED ON - STREET PARKING = 4 SPACES BUILDING SETBACKS BUILDING HEIGHT 1ST FLOOR PRIMARY STREET SETBACKS TO EAVE OF PITCH (MAX) 3 FLOORS/ 40FT. LANDSCAPE TOTAL SPACES = 10 SPACES TENANT NO 1 B OCCUPANCY 1,104 SF GROUND FLOOR RESIDENTIAL 10 FT. FIRST FLOOR SQUARE FOOTAGE 1,998 SF TENANT NO 2 B OCCUPANCY 1,000 SF GROUND FLOOR NON-RESIDENTIAL 10 FT. PITCHED ROOF HEIGHT ABOVE RANDY PURNEL LANDSCAPE ARCHITECTS SECOND FLOOR PLAN SQUARE FOOTAGE 1,360 SF 2ND FLOOR TO OF EVE (MAX) 10 FT. RANDY PURNEL 44536 PORTOLA AVENUE, SUITE A TOTAL 3,358 SF TENANT NO 3 B OCCUPANCY 850 SF SIDE STREET SETBACKS PALM DESERT, CA 92260 (ABOVE AREAS TAKEN TO INTERIOR OF EXTERIOR WALLS) TENANT NO 4 B OCCUPANCY 606 SF RESIDENTIAL 10 FT. TOP OF PARAPET TO FLAT ROOF (MAX) 760.636.1922 TOTAL SQUARE FOOTAGE 3,560 SF NON-RESIDENTIAL 10 FT. 3 FLOORS/ 40FT. TOTAL REQUIRED PARKING 3,358 / 1000 X 3 = 10.0 SPACES SIDE YARD SETBACK GROUND ABOVE GRADE AT BLDG SETBACK CIVIL RESIDENTIAL 5 FT. RESIDENTIAL 3 FT. THE ALTUM GROUP GARAGE 631 SF NON-RESIDENTIAL 5 FT. NON-RESIDENTIAL 0 FT. RANDY LAMERE TOTAL SQUARE FOOTAGE 631 SF REAR SETBACK GROUND STORY HEIGHT 73710 FRED WARING DRIVE, SUITE 219 PALM DESERT, CA 92260 (ABOVE AREAS TAKEN TO EXTERIOR OF EXTERIOR WALLS AND CENTER LINE OF DEMISING WALLS ) WITH ALLEY 25 FT. RESIDENTIAL 10 FT. 760.346.4750 WITHOUT ALLEY 5 FT. NON-RESIDENTIAL NOT ALLOWED ELECTRICAL ENCROACHMENTS ALLOWED FOR ARCHITECTURAL ELEMENTS RAYA ARCHITECTURAL LIGHTING DESIGN AWNING CANOPY WITHIN 2 FT. OR CURB RALPH RAYA BALCONY(4.5) 3 FT. INTO SETBACK 1494 UNION STREET, SUITE 802 CANTILEVERED ROOM (4.5) 2 FT. INTO SETBACK SAN DIEGO, CA 92101 EAVES 2 FT. INTO SETBACK 760.437.5291 REQUIRED ON-SITE OPEN SPACE MINIMUM AREA TOTAL 20% OF TOTAL LOT AREA MINIMUM AREA OF AT EAST (1) OPEN SPACE 10% OF TOTAL LOT AREA 1A3" VRcy/ PREST I VUKSIC I GREENWOOD SHEET INDEX SANIN PROFESSIONAL OFFICE BUILDING C-19210 � � R C H I T E I N T E RI O R S N v > � o CO . 31 . 21 Q 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: As indicated 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWAL DATE Off? WWW.PVGARCHITECTS.COM Sheet: OF c P�`� A001 Q INFO@PVGARCHITECTS.COM I 760 . 779 . 5393T " fry 'l �_ �� - f t �•....��r r� x x y 1 v 3 1 �� y - 'fin � � �•`t � � ���y - 1 - � 1 - �� - f'. i L �� l ; _ Ilk "milk" j1p a a �. e4OL dr ,�. -AL MUMMA- wdi pip- dgW -4 .IFLA UNUSABLE NOW , COMPLIANT BACK OUT 71 ..L# The Oak 2 � _ TRASH ENCLOSURE "- ,,�• s _ �Y- ; ADA AISLE REQUIRED BY F - ;' r _ CBC 201911009.8.6 TO BE x ON PASSENGER SIDE s own EXISTING PARKING LOT (PRIOR TO BEING COMPLIANT) (11) PARKING SPACES TOTAL - - - 7 - t �. EXISTING PARKING LOT (BROUGHT IN COMPLIANCE) ADA AISLE (1) LESS SPACE _ TRASH ENCLOSURE (2) LESS SPACES UNUSABLE PARKING (2) LESS SPACES - � TOTAL UNUSABLE SPACES (5) LESS SPACES ''�'� �" ■ i' EXISTING PARKING (11) SPACES MINUS (5) SPACES + - , - TOTAL USABLE SPACES (6) SPACES snob �5�o VRc'�'i PREST I VUKSIC I GREENWOOD EXISTING SITE AERIAL ��o�,� C-19210���'� R C H I T E CI N T E R I O R S O N SANIN PROFESSIONAL OFFICE BUILDING _, > N co 31 . 21 Q 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: 1" = 25'-0" 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 N� _9 RENEWAL DATE off? WWW.PVGARCHITECTS.COM Sheet: OF C P�-\� INFO@PVGARCHITECTS.COM I 760 . 779 . 5393T A002 AiRCHITECTURAL SITE PLAN qR�y� PREST I VUKSIC I GREENWOOD _ ARCHITECTS • INTERIORSSANIN PROFESSIONAL OFFICE BUILDING N Cq 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RDA EAL OQ� WWW.PVGARCHITECTS.COM Q OF C N\"\� INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T Iv DEMO KEYNOTES NO. DESCRIPTION D01 DEMO EXISTING WOOD FENCE D02 DEMO 4'HIGH BLOCK WALL Cn D03 DEMO EXISTING CONCRETE CURB O D04 DEMO EXISTING GATE O N O D05 DEMO EXISTING SIDEWALK C N O H N N D06 DEMO EXISTING DRIVEWAY TO ALLOW FOR NEW DESIGN H J N N D07 DEMO PARKING LOT, SAW CUT EXISTING CONCRETE AS u z 00 0-) H H w NECESSARY TO ALLOW FOR NEW DESIGN T1 n � � m D21 DEMO EXISTING FOOTING 0 � O O � D01 � � � D22 DEMO EXISTING PALM TREE �O D01 �\ PROPERTY LINE -- - ----- ---- --- -- -- _ ill- CD �— - ------ -- - - -- - -- — -- W �, N N ''ty 1 cn 77— 777 � 22 �H D05 h Fill LIN II , c � 111 c�{ D 0 '� KEYNOTES 0 �� NO. DESCRIPTION D03 I O 108 EXISTING CONCRETE CURB, PROTECT IN PLACE mU) I ° o n O I I \ ° CD �� 110 EXISTING MAILBOX r^ 00 I - O 118 EXISTING SIDEWALK TO REMAIN V J N N N J v ( N 122 EXISTING PALMS TO BE REMOVED RELOCATED OR REMAIN D22 I � C� CA F �1 n D C D N AND PROTECTED IN PLACE. SEE LANDSCAPE G� N N Ot/81 125 EXISTING WATER METER . C0 [D05� ►� I I o G� ° 1 z - � I 1 - 0 T — 1 D03 I I N �� � � �LZZZSS�SSZZZ��SS ZZZ�SS���LZZS.SS --� O ° r ° m - 1 m N N N N 1 \ r N N O O D05� D03 N 1 Z - v D03 w N w O v N w N N NNN I I II N m H H O H � cH w O H C) 0 0 o T, N � H T, H w Iy N 1 O O C� C� N O ° 0-) � II O � O O ° � O � � � TI H D02 FT] � � D05 �H °� H C� D Sl�� N v H O N O O jv D03 -CSC- Uo � � � � 125 N� e O m O O 00 110 � O S D02 C� � - — ° 122 D 072 O _ DN r H N Iv Iv 122 �3s— 122 H H1 N 0-) � SINEDo2 `� H w CA o �� 03 �C \ O PROPERTY _ Do2 � iv d HIH c�°r C� C� � � � � � \ 122 �-�-� 122 — \�� Iv N N N O n D ° CD D21 _ � 0� O O 00 N N 2 118 O v N N �-T] C� C� 21 n O N N N N C w O - ---- � � � O LAN � � N NN z N N N O D F C, � �� NNN N 00 o d s NN HHH N E,, O H, � c� � n �-------_ A' PHASING LEGEND -Z 73 CEO cj� O N N _ _ 1V �- � J � � � nd� r� n N EXISTING CONSTRUCTION C� , ■ � n C= _ _ � DEMOLITION O NEW CONSTRUCTION 'D A/ CC' PREST I VUKSIC I GREENWOOD EXISTING / DEMO V�Q�` C-19210u�s� ��C� H R C H I T E C i I N T E R I O R S C)SITE PLAN N N CO SANIN PROFESSIONAL OFFICE BUILDING (P . 31 . 21 Q 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: As indicated J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RDA EAL Off= WWW.PVGARCHITECTS.COM Sheet: A101 Q o' 4' 8' 16' 32' INFO@PVGARCHITECTS.COM 1 760 . 779 . 5393 T KEYNOTES NO. DESCRIPTION 100 NEW CONCRETE APRON, SEE CIVIL 101 NEW 4FT HIGH 6"CMU WALL,WITH CEMENT PLASTER FINISH BOTH SIDES. PRIME WITH HIGH ALKALINE PRIMER AND PAINT (2)COATS 103 NEW 6FT HIGH 8"CMU WALL,WITH CEMENT PLASTER FINISH BOTH SIDES, MATCH EXISTING. PRIME WITH HIGH ALKALINE PRIMER AND PAINT(2)COATS Cn 104 NEW PLANTING CONTAINERS.APPROX. 30" DIA.X 30"TALL 105 NEW PLANTER 106 NEW 6FT HIGH 6"CMU WALL TRASH ENCLOSURE,WITH 10'-01, 131'-11" CEMENT PLASTER FINISH BOTH SIDES, MATCH EXISTING. N, PRIME WITH HIGH ALKALINE PRIMER AND PAINT(2)COATS 4'HIGH CMU WALL 6'HIGH CMU WALL PROPERTY LINE 107 NEW 6"CONCRETE CURB, SEE CIVIL • 108 EXISTING CONCRETE CURB, PROTECT IN PLACE • 13'-6" 109 NEW 12"WIDE CONCRETE CURB MATCH EXISITNG • 105 D CD 110 EXISTING MAILBOX • 101 103 106 1 I 127 103 127 c� • 111 NEW 4'-6" HIGH X 12"WIDE CEMENT PLASTER CMU WALL • 112 NEW STEEL FABRICATED GATE 22'-0" '-0"• - 113 NEW CONCRETE PARKING LOT • o CO cc 114 NEW PARKING STRIP • 108 - 115 ON STREET PARKING _ ( 116 NEW PEDESTRIAN PAVERS TRAS 0 CZ 9 117 NEW CONCRETE SIDEWALK • /� ENCLOS ( 118 EXISTING SIDEWALK TO REMAIN • I 121 ACCESSIBLE PATH OF TRAVEL • [1-0-5] — 0 O I 122 EXISTING PALMS TO BE REMOVED, RELOCATED OR REMAIN 1 & 2 • 3 I = AND PROTECTED IN PLACE. SEE LANDSCAPE • 8 • '� PARKING SPACES 123 NEW FIREWATER FEATURE r • 107 124 EXISTING ADA RAMP TO REMAIN 118 • 125 EXISTING WATER METER • 8'-0' '-6" 10'-0" 127 NEW CONCRETE PAD&CONDENSING UNIT TENANT1 TENANT2 I (�^ o ! — °D — — — — — — — — — — — — — — — — — — — o J • — 105 ETBAC D 107 -- _ � 5'_0�� • — O z I o O Ir m m - o I 0 _ 104 - 113 I r O • � � � � I i i i i i ° i i ii a ii a ii a ii a it a iu Z • Z � 16 I 1 104 c u ii a ii a ii a ii uu IT1 • m b — I uiiuiiuiiuiiu • u _ �� 116 c� EXISTING CENTERLINE • SETBACK v, 105 a, 116 30'-0" 10'-0"— 116 109 116 105 109 116 swoop • • 101 • 9'-0" 9 0" 8'-0"• 9'-0" ,_6" ,_4, 4'_0„ • / C2 0 : — • `••••• • ••••••• •: 116 101 • 114 — ��� 109 116 o 116 '— t- • ® 101 112 � • 118 122 116' • 111 109 • 105 4 5 6 107 109 I • 1 a, 125 110 • 23 __�NE 122 TY • o — o I 109 OPER P 118 121 • 10 105 " •• 000 117 122 • •• 101 rm 0000 - TY LINE 122 �` • 11000 7 109 00000 0 • •• PROPER • ••••• 107• •••••• �•• 121 118 ••••••••••• •• 122 122 — •••••••• ••• — •••••••••••• _ TPARKINGSpP,CE4 ACCESSIBILITY • — ••01000• __-_ ON STREE 24,-0" • — ••••••• 124 •• ••••••••• n SPACE3 � •••• - STREET PARKING •••�••� ACCESSIBLE PATH OF TRAVEL • ON 24'-0 ---- ------- i 115 o pACE 2 T PP.RKING -- X ON STREE 24'-0" ACE 1 —� -- -------------- S _ N ___ d ON STREET PARKING SP _ N dl 24 0 -- -- -- -- D n N N o PHASING LEGEND z Z73 m d N '3 EXISTING CONSTRUCTION 1 , DEMOLITION - -- ----- ___ O NEW CONSTRUCTION 'D A/ �C' PREST I VUKSIC I GREENWOOD NEW SITE PLAN SANIN PROFESSIONAL OFFICE BUILDINGv�Q'�'� C-19210��s� R C H I T E C IN T E R I O R S C)N V C� N� . 31 . 21 Q 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: As indicated J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RE DA NEWAL Off= WWW.PVGARCHITECTS.COM Sheet: 760 . 779 . 5393TAl 02 �� 4� 8� 16' 32' INFO@PVGARCHITECTS.COM � m V L I t I ENG NEERING qR�y� PREST I VUKSIC I GREENWOOD _ ARCHITECTS • INTERIORSSANIN PROFESSIONAL OFFICE BUILDING N Cq 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWALDA E OQ� WWW.PVGARCHITECTS.COM Q OF C N\"\� INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA EL CORTEZ WAY SANIN COMMERCIAL BUILDING RENOVATION �� 9 9 �F PRELIMINARY GRADING PLAN DE ANZA WAY W 1 3 EXISTING WATE METER P EXISTING 10' WIDE PROPOSED 6" PVC EXISTING ELECTRIC HANDHOLE I p REMOVE 1 CO RSE OF BLOCK FOR UTILITY EASEMENT STORM DRAIN N DRAINAG (EME GENCY OVERFLOW) U PROPOSED 4' HIGH 9GF vG W PROPERTY LINE CMU BLOCK WALL 212 (216. INSTALL W TH U CURB DRAIN I W PROPOSED 6' HIGH EXISTING ICV BOX 0 REMAIN (212.5 WITH 6" P PE _ - - -CMU BLOCK WALL - - - - - - - - - - P.P. N OHE OHE - - - - - - - - - - - - - - - - - - - - OHE - - - - - - - OHE 3 0Hb0 - 4 "" 4 "" N80'19'30"E 59.44' 4"w- 4"' � "0 � - -4"w F.H. INSTALL (1� NDS LO WELL DRYWELL OR 218.03TW 212.40TG e, / APPROVED QUAL W/SEALED LID 212.00TF �� 21 OFL 209.901E E ISTING W TER METER CLIENT SITE ADDRESS ALESSANDRO DRIVE _ _ _ _ �212_7FGj _ � - - - - - - - - - 212.43TG �- - S^ SD ROPOSED 4' HIGH U) OWNER, TITLE: ES LLC 212.40TG 211.431E P.A. 211.901E, U BLOC WALL I PALM ODESERT, CA 9226 ALESSANDRO 0 PROJECT AREA PROPOSED 6' HIGH (212.5FG) (212.8FG) CD =c Z EDDIE SANIN, MANAGER CMU BLOCK WALL o RELOCATED ROOF N ADDRESS: 74330 ALESSANDRO DRIVE N STATE HIGHWAY 111 EXISTING ROOF DRAIN DRAIN P.A. PROPERTY DOWNSPOUT LINE INSTALL 6" NDS YARD i XISTING ONCRETE CITY: PALM DESERT, CA 92260 DRAIN WITH DOMED LID 213.30FS 1 I ROWS IDEWALK 1 Z VICINITY MAP EXISTING 8" CURB �, NO SCALE PROPOSED 6" PVC I _ e AND GUTTER N I ASSESSOR S PARCEL NO. STORM DRAIN o TENANT 2 _ (213.30FF) INSTALL 6" S YARD DRAIN WI H � I APN 625-091-008 DOMED, LID 0 212.90TG REMOVE 1 COURSE F BLO K FOR Z LEGAL DESCRIPTION RELOCATED ROOF P.A. 211.901E DRAINAG EMEHG OVE FLOW) ,. G A.C. DRAIN PROPOSED 12 I S rn LOT 11 OF PALMA VILLAGE UNIT No. 6 TRACT, AS SHOWN ON MAP FILED IN BOOK 20 P.A. -s �2fi7 U�CONCRETE 3� b OF MAPS, PAGES 81 THROUGH 83, INCLUSIVE, IN THE OFFICE OF THE COUNTY STRIPS ° (213.OFG) " '0 1 RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. EXISTING A.C. UNIT ° 213.34TG 213.30FS 212k ) PROPOSED 4'-6" HI H CMU I LOT AREA 212.341E EXISTING ROOF DRAIN ___ ° ° 6.90 BLOCK WALL WITH S EL GATE GROSS AREA: 10,263 SQ. FT 0.24 ACRES INSTALL 6" NDS DOWNSPOUT Ir--- �� ( 2112 9FG 00 YARD DRAIN 213.5FG) �r--- P.A. WITH DOMED LID PROPOSED BENCHMARK CONCRETE i�---,' N REMOVE 1 COURSE F BLOCK FOR EXISTING ROOF DRAIN PAVERS DRAINAG (EMERGEN Y OVERFLOW) CITY OF PALM DESERT BENCHMARK NUMBER 119: N REMODELED ° it I PROPO ED 12" I 2" BRASS DISC LOCATED AT THE N.W. CORNER OF SAN PABLO AND HWY 111 IN TOP OF BUILDING - CONCR E STRIPS I I CONCRETE DRAIN STRUCTURE (2' ABOVE GRADE), 4.4' SOUTHWEST OF THE NORTHEAST P.A. 3; � x SIDE, 5.5 FT NORTHWEST OF CURB. TENANT 1 I " � NAVD88 ELEV = 226.821 N f'n Z b (214,15FF) 214.15FS Y - �� 3 ' Z" 17 �' ABBREVIATIONS N RELOCATED ROOF 6 7' TOP OF PAVEMENT TP DRAIN CONNEC TO EXISTIN UNDER SIDEWALK 4" it DRAIN P E FINISHED GRADE FG LA.C. - v FLOW LI N E FL 0 213.65 ° c, =00 212.98TC) HIGH POINT HP 0 H.P. } (212.35FL) TOP OF CURB TC Z A C I I EXISTING IDER THROUGH CURB DRAIN PIPE LOW POINT LP RELOCATED ROOF WITH - EXISTING GRADE (XX.XX) DRAIN GRADE BREAK GB PROPOSED 6" PVC (213.9FG) PROPOSED 12" 4 PLANTER AREA P.A. STORM DRAIN CONCRETE STRIPS 213.70TG RELOCATED 4" PVC ST RM DRAIN PROPOSED 6' HIGH P.A. 213.101E RIGHT OF WAY ROW CMU BLOCK WALL 214.15FS oe ROPOSED 12" CONCRETE PROPOSED 4' HIGH CM F OWL NFINISHED SURFACE FS FL 214.25FS 213.90FS STRIP WITH STEEL GATE B OCK WALL TOP OF WALL TW 214.25TC 21 OTW (21 2FG POSED 4" THICK CONCRETE -� 213.80FS 213 70FS 213.75FS SD `� LA DING STEP LEGEND in °° . . ° 214.55T PROPOSED SAW 05F RIGHT OF WAY LINE CUT LINE (TYP.) EXISTING 4" a p d a a s Q 4 a I21 . N ADJACENT LOT LINE S.D. PIPE a . � < a I EXISTING CONCRETE GARAGE SIDEWALK STREET CENTERLINE a °. - PROPOSED. a. - - - - - - - - - - - - - EASEMENT 6" CURB a EXISTING CONCRETE 213.80FS 213.46TG EXISTING -.o a EXISTING WALL (212.76FL) 24X24 S.D. " Go 295.50 CATCH BASIN N x EXISTING SPOT ELEVATION a 220.78TW 24' a a N I EXISTING FIRE HYDRANT P.A. 214.39FS P.A. � a . .a e EXISTING POWER POLE a TRASH ROPOSED� CURB ° 2 3.14TC) °co EXISTING CLEAN OUT PROPOSED 6 HIG 220 78TW ` . a a (212.71 FL) ® EXISTING DRAIN CMU BLOCK WALL 214.28FS PROPOSED CONCRETE �, -� PARKING LOT 18 0 EXISTING UTILITY BOX a � a L 78TC V PROPOSED 6" CURB a' 214.60TC 214.28FS PROPOSED 214.1 OFS r �' 220.72TW 22' :� 6 CURB � I (214.7FG) a I 214.70TC 214.58TC p � - EXISTING UTILITY 0 a P.A. 5 2142VAULT N891930E 60.5 N a 214.08FS R��00 N -- - EXISTING ADA CD 214.70TC a a -I - RAMP Q m R W 214.20FS ° 2O' °O / LO N m 21 a m EXISTING 3"G 3'G 3"G czn 3 214._3 3 214,01TC) MAILBOX EXISTING EXISTING 6" n 213.63FL) � z (213.74FL) CONCRETE CURB AND I Of � a SIDEWALK GUTTER o o N EXISTING CENTERLINE INTERSECTI N PROPOSED CENTERLINE OF OF ALESSANDRO DRIVE AND SAN A Q NEW 20' WIDE DRIVEWAY 8„s -8"s -8"s-YNEZ AVENUE °"s 8"s 8"s z GRAPHIC SCALE 8 s 8 s CITY OF PALM DESERT SHEET N0. w SCALE 1"-10' EXISTING CENTERLINE ALESSANDRO DRIVE The 72140 Magnesia Falls Dr., Ste. 1 PRELIMINARY GRADING PLAN ° 0 5 10 20 3o 40 (PUBLIC) �� � Rancho Mirage, CA 92270 1 o co t.760.346.4750 f. 760.340.0089 SANIN COMMERCIAL BUILDING REMODEL w N - - - GrOUP TheAltumGroup.com Q R„W 8„w 8„w- -8'$W_ -8"w- 8"w 8"w 8"w 8 w OF � PRELIMINARY GRADING PLAN ENGINEERING PLANNING I SURVEY I ENVIRONMENTAL FOR w SCALE: 1"=10' ES, LLC o LANDSCAPE qR�y� PREST I VUKSIC I GREENWOOD _ ARCHITECTS • INTERIORSSANIN PROFESSIONAL OFFICE BUILDING N Cq 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RDA EAL OQ� WWW.PVGARCHITECTS.COM Q OF C N\"\� INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T F_ t— U � R P L A 2 U W Q 44536 w Portola Avenue a- Suite A U Palm Desert, CA 92260 CA 92260 0 email: rpurnel@rpla.net Z 760.636-1922 Qwww.rpla.net 4 W Consulting 1 Z Residential design p� Commercial design PROPERTY LINE O ca. lic.4275 o ° 1\ I CIT-T CIT-L Z O o \ ° � 00 o ° ° o — opI ' •�, �� PLANT SCHEDULE • TREES BOTANICAL/COMMON NAME CONT QTY REMARKS PC �PNDSCAPF 4 Citrus x limon Eureka' /Eureka Lemon Existing 1 Existing citrus to remain and protected in-place Q C URN E • 0 5 �AI��� �'j CIT-L V�o �� ��_",•, 5 Qtur* Citrus x tangerine/Tangerine Existing 1 Existing citrus to remain and protected in-place R amod Date (N Z1-0 IA i CIT-T 9� • a < 0o ° Z I gyp.0 ° Olea europaea/ European Olive Field grown 4 Overall canopy to be approx. 14' h x 16' wide Z I,f\ I _ PALMS BOTANICAL/COMMON NAME CONT QTY REMARKS Phoenix canariensis/Canary Island Date Palm Existing 10 Existing palms to be removed, relocated and or remain and .--0 � I .protected in place See plan __ n W O i �\ ram- PC 1..� • m o I I � ° ZPC LU 0 co o O �+* • UP _ m Q (/) • SHRUBS BOTANICAL/COMMON NAME SIZE QTY REMARKS `'" O o Z El - L1J _ Bougainvillea x'Oo-La-La' TM /Oo-la-la Bougainvillea 5 gal 6 Installed in Upper Level planter I i PC � __ Elaeocarpus decipiens/Japanese Blueberry Tree 24"box 42 Standard trunk arranged to develop a perimeter hedge. < > 0 • O ���� J L C N I �r 3 4 -� - � �II�` N Gaura lindheimeri Whirling Butterflies' /Whirling Butterflies Gaura 5 gal 2 Z CN 4 —0 Q 0 Salvia apiana/White Sage 5 gal 3 7 Co If • - • z Z U) U) uU�,G t� Z X ACCENTS BOTANICAL/COMMON NAME SIZE QTY REMARKS Q LL I r ° c ,�' t Aloe x Blue Elf /Aloe 5 gal 29 J E M Q J PC } aj w E R Li CIO N 3 p { Ul Dasylirion wheeled/Desert Spoon 5 gal 10 Full form, low branching a) o O CU 5 Ferocactus grusonii/Golden Barrel Cactus 15 gal 19 Mixed sizes from 12"to 18" diameter specifications • Hesperaloe funifera/Mexican False Yucca 15 gal 3 o o ° �� sheet ❑ book ❑ • Hesperaloe parviflora/Red Yucca 5 gal 6 ( -- PC a o LO 7 Lemaireocereus marginatus/Mexican Fence Post 24"box 1 Minimum 7' high with 6 stems at various heights -2 L6 5 Z w Q 4 ® Yucca rostrata/Beaked Yucca Selected 1 Brown trunk height of 5` with full single or double head. 4 (�Alou GROUND COVER BOTANICAL/COMMON NAME SIZE QTY REMARKS 7 Carissa macrocarpa Boxwood Beauty /Beauty Natal Plum 5 gal 31 M � c_3 ° � Dalea capitata Sierra Gold TM/Sierra Gold Dalea 5 gal 11 �Ti o p o CIpC PC X -�' X PC ° o ROPERTY LINE Dianella revoluta Little Rev /Little Rev Flax Lily 5 gal 12 L L Q 7 6 n cu REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION Pedestrian Pavers: See architectural plans for paving pattern, sizes and color. drawn nNp O Fire/Water Feature: Proposed combination Fire and Water Feature. Maximum 6'tall x approx. 8'wide. Materials to correspond to building finishes. prof. n0. 2010 A L E S S A N D R O D R I v E (D Color Containers: Proposed planting containers, approx. 30"dia. X 30"tall. Color and texture to compliment the building colors. date 7.30.20 Gravel Mix:A mixture of two aggregate materials over all areas of landscape. O 1-1/2" layer of 3/8" crushed gray with hand seeded layer of 3/8"-3/4" Del Rio scale 1"=10, cobble, slightly mixed. Cobble Stone: Apply hand seeded 3/4"- 1" Del Rio over selected areas of O landscape. Sheet no. s Existing palm to be relocated to a larger area of planting Existing palm to be removed 0 10 20 30 feet 7L7L7����� Ll . 0 SCALE: 1"= 10' 1 of 1 w R P L A Q) W 4453 tU Portola Avenge C- Suite A Palm Desert, CA 9226D CA 92260 errrail- rpumelrpka.net www ro;a net i --j Consulting 1104 LU Residential design ornmemlal design PROPERTY LINE CL. -lic.4275 * t t i • i # • 5 � � l� iT-T ,rra" y TREES BQ TAN I CAL lCOMMONNAME GOAT ❑TY REMARKS - x' Citrus x limon 'Eureka' I EureRa Lemon Existing 1 Existing citrus to remairi and protected in-plate _o- t (,�1) # { Citrus x tangerine 1 Tangerine Existing j 1 Emsting citrus to remain and protected Mn-place Cal Q ` Olea europaea i E Lim Pean Olive Field grov�•n 4 QveralI canopy to be approx. 14 h x 16' wide LLJ J. . P z PALMS BOTANI CAL f COMMI)N NAME CONT QTY REMARKS o { Rhoenix cananensis I Canary island date Palm Existing; 10 Existing palms to be removed, relocated and or remarn and protected in pace. See plan f O �G CD I arn w PC Uj CL U) z L ` SHRUBS BOTANICAL I COMMON NAME SIZE QTY REMARKS U) Ili " Bougainvillea x 'Q0-La-La TM 1 Co-la-la Bougainvillea 5 gal 6 1ns.alled in Upper Level planter { i PC Elaeocarl decapiens I.Japanese Blueberry Tree 24`box 4? Stan trr�nk arranged to deaelop a perimeter hedge, `> CD (D 4 } C Oaura lindheirnerl 'Whirling Butterfgles' f I�fl�irlin Vatterflies Gaura 5 of 2 g g S n 4 C ft Salvia apiana 1 White Sage 5 gal 3 C1? _; - co X ACCENTS BOTANICAL I COMMON NAME SIZE QTY REMARKS _ LLB Aloe x 'Blue Elf I Aloe 5 gal 29 PC CL m _ Cal Csylirion wheelerl I Desert Spoon 5 gal 10 Fukk form, k7w branching C a, 0 MoL L) 6L ` Feraaactus gmsonii I Golden Barrel Cactus 15 gal 18 Mixed sizes from 12'to 18" diameter specifications r Hesperaloe fun ifera f Mexico False Yucca 15 gal 3 sheaf ❑ book ❑ im x Hesperaloe parvlgora I Red Yucca 5 gal 6 Lernaftocereus marginAturs I luie can Fence Past 4'box 1 Minimum T high with 6 sterns at various heighl;sLn Ld f } i4 4 r y'i=a rostra#a (Beaked Yucca Selaoted T Brown #rural height of 5' with full single or double head - - ' CRGUND COVER 0OTAN[CAL f COMMON NAME SIZE QTY REMARKS - — Carissa macrocafpa 'Soxwood Beauty" I beauty fatal Plum 5 gal 31 Da lea capitata 'Sierra Gold TM I Sierra Gold Qalea 5 gal �1 F VC c PG_ PC �. ROPERTY LINE Dianetla fevoluta 'battle Rev' r Little Rev Flax 0Iy 5 gal 12 cu 70 ro 7M REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION �:. Pedestrian Pavers" Sea architectural plans for paving pattem, sizes and color, drawn mp {� Firel4Nater t:sitars: proposed�mhination dire and Water Feature" MaximumL E � � f D D I E proj" no, 2010 Color and texture to compliment the building cclors. dale 7.30.20 Gravel Mix: A mixture of two aggregate rrmlenaIs over al areas of landsrape. 0 scale 1"MIU cobble shghUy mixed. Jandscape. ShE6k r1Ca ' Ex4s.ono palm to ba relocated to a larger area of planting 7. Existing palm to be removed 0 10 20 30 feet Ll 1. SALE: t* = 10' 1 of I 2 SITE LIGHTING gRcti PREST I VUKSIC I GREENWOOD SANIN PROFESSIONAL OFFICE BUILDING ARCHITECTS INTERIORS o . 31 . 21 Q 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWALDATE A E O�� WWW.PVGARCHITECTS.COM Q OF C P�- � INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T I � PLAN NOTES 1 . TYPE 6 - PEDESTRICAN POST LIGHTING HAS AN OVERALL MOUNTING HEIGHT OF 12'0" PROPERTY LINE 2. TYPE 5 - PALM TREE LIGHTING FIXTURE SHALL BE MOUNTED AT 15'0" ABOVE FINISHED GRADE. 0 TYPE 2 0 3. TYPE 2 - WALL MOUNTED FIXTURE SHALL BE MOUNTED AT +8'0". THIS ° FIXTURE IS FULLY SHEILDED. I� � TYPICAL > all 0 O 4. ALL LIGHTING FIXTURES UTILIZE LED MODULES. TRAS,j CU 9D ED o 0 ENCLOSIRE5. THE SITE AND BUILDING LIGHTING WILL BE CONTROLLED BY AN ON-OFF PHOTOCELL. YPE36 1 & 2 0 r — PARKING SPACES TY 2 TYP m o ° - TENANT 1 TENANT 2 0 _ TYPE 7 ° TYPICAL — — — — TYPE 4 O 0 - � � 1 o OO �o OO o Oo � 0 TYPE 1 TYPE i p _< TYPICAIt d O _ _ ii TYPICAL r O r i iiiiiiii u Z m TY 3 TYPE 3 I� TYPICAL • • r 9�v ® YPE 8 fQ YPICAL ° TY E ° 4 5 6 ITI — TYPE 6 � TYPI ; '� ' ' '� TYPE 8 . TYPICAL P RO RTY LINE �/•,. ...•_j - ,.; ... - TYPE 5 - TYPICAL d1 NdS Z 7N � nN � nd 1494 UNION STREET,STE 802 SAN DIEGO,CA 92101 AY . 760 . 902 .9048 ARCHITECTURAL ralph@rayalightingdesign.com LIGHTING www.royalightingdesign.com DESIGN �s�o gRcy/ PREST I VUKSIC I GREENWOOD NEW SITE 3. vo ARCHITECTS INTERIORS LIGHTING PLAN N SANIN COMMERCIAL BUILDING �top �� C-19210 ��-A N 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: As indicated 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 ORE 1. 21 Q — = WWW.PVGARCHITECTS.COM DATE Sheet: �0Q- LTG 1 .0 OF C p�.� INFO@PVGARCHITECTS.COM 1 760 . 779 .5393 T 0' 4' 8' 16' 32' Statistics Description Symbol Avg Max Min Max/Min Avg/Min PARKING ❑ 3.2 fc 6.9 fc 0.5 fc 13.8:1 6.4:1 PROPERTY LINE 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPE 2 �. ",TYPI CPS N W m O m N • " m 6� �O a W J � O F� N ° N TF�S LNCL0S �+ �+ �+ m � o � m ° N o �• �• �• PARKING SPACES °�• r N m oTY 2 rn �• W+ N• o �« o+ G o STY W @FH • • �• TENANT 1 TENANT 2 0�. 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Y 5— I� = TYPICAL' dl NdS Z � nN � nd 1494 UNION STREET,STE 802 SAN DIEGO,CA 92101 RAYA760 .902 .9048 ARCHITECTURAL ralph@rayalightingdesign.com LIGHTING www.rayalightingdesign.com DESIGN s�o gRcy PREST I VUKSIC I GREENWOOD SITE LIGHTING o SANIN COMMERCIAL BUILDING � � � � '��, ARCHITECTS INTERIORS PHOTOMETRICS o p c-�sz�o �0 -A N 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: As indicated 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 A °RENEEWAL21 �j DATE = WWW.PVGARCHITECTS.COM Sheet: Z) �� LTG 2 .0 CF C N\-\� INFO@PVGARCHITECTS.COM 1760 . 779 .5393T 0' 4' 8' 16' 32' • .. MODULE ® R1S71 DATE 1 LOCATION UNNFERSAL 6" Project Nome AF>C® PREPARED r 1 BFRA�LEY 1 BRA�LEY Y�� By QUANTITY TYPED sY.vWO COMhIFNTS ►A LIGHTING LA LIGHTING TERRA BLB73B Gn+ FIXTURE TIP S T EL L A CA'ALOO C©w ® NUMDCR Specifications L.,11 LaSalle LED Outdoor Sconce • ' i� FI i 1 3 Step MacAcam Ellhses LASW Series Is,u+mu Olsi"Islullenunl 1 bloar 050 Lumens c.,ket Car.,T rnp- Features Tuy Coral Clear Tmlperc•d Glns This LED light is Ideal'or security End general lighting Rellr ctoi vaycareonala_, • Up (C 64 3 in 1 colon temperature a(Ruslable optiont- j ® Decor&Yore metal acceits Provides lighting in residential, 1 - ee+rl Stamle,I sNN ® commercial coo 1.and hoaplalrty applunction ons box 30K Fixture mourns la awndard)unction Doi(not included). rV carve,Typn con,unt eumnl J Input V.H.U. 120-277VIAC 1 ® sl Construction mounting 1 4bD Cut-Off Slendartl mpunUnp horse and hmewsre ere included W6i Power supply connections must be mads Inside a junctior Cox Ambinnt Trl,lpnralMe 20 CJS'C ® Iriollndudod) canalization. ^ - 5 Y68rScanalization. 2.. Goer Finish FEATURES T•xtur•d gray or Ir»duled Mohr•powder coaled ensh Ingress Protection F FR1 IF ICAT IOVti The"Stella"LED Patin Tree Lighting products lectures an architectural round to ( :v r • ,I4 JC.A L blue k4 VMI •N'1.1,U1p'u(MIA square frame to conceal aft tight fixtures and wiring components while providing BL8138 LED 15W 950 •T14A 1.ad r r nt4 Mtl7 Diffuser exceptional fliuMnafion or)palm fronds and areas below the palm tree. Applications lent!!! Dump 1 rn.nlclh Diffuser is IDo*trick naae white acrylic. • .cl r,',tow 24 Eliminates clutter of exposed hiihfing fixtures hanging from palm frees. la Inpnde vpI qa1 vAln cos wane IgmiCal sntlMmnrnampkpntbespas. andasymmetric reflector syUem Opboraf Comming pollpneit fir wdvns"applications Electr UNIQUELYENGIEEREDFORNEWANDEXISTINGCONSTRUCTION FEATURES nauTrnrnt la area Vn1edNtlh•lav voltageelectronic LED driver. • BIi!lianf,highlumen 17 Watf LED fixturesI lu 14 h2/ILII10 nuwolg,Uael OffiL1u11,and AdVIRI obi 111)1011okt •Oval DaJ 0wblu l ccos aiodlukaal humIhu Iumlrmint to Tile work The constant current LED dnvor Is raledfor 120.277 VACInpul, • 7151w7ians each li 1 m(rlulw�urnlLlllL'dUlg,k'sunlquulhsgllwlNasluIAIJLNRTV vElxcu 010VdaimableMirrmlenatemngtemp-20'F ghtfixti,re(851m/wa,p 41r,wl a 90(11114111g. ]fill ullif blitchng has Iwu filRlll Nilalllsu, or(AUdM IUhI(AdlnU Mend 2(iVV 41.44 it65VJBRlfi whUu • CCT.•2700K 3000K,4000K 6 585-595 rim narrow-bend Amber MITI d t1l•mliy ag by as 3 Ma Jvlmns allgkros.1110110 1 I ID 10Uu116t Consulting Ill Ihaii 14W Ill pmrx Fixture Includes LED nodules capable of producing T 7 Zap • Interchangeable optics, 10°,30°and 00' Tile S fella offer.,a Patent rmell all liam manibloiy GaIllocc a lulu 24 1•rtAkulplulls. •N I-pol aI AU i Will,muul:Allo ilx Ik10 Y4 slid olnulpuvu 17-24W 26006OUref lumsna sI a1rlal ds 28:•28W,3300sounco IurlNns • Shod or Long Bezel shield pending palm true lighting 00K 30OOK,36 ,4000K Adjustable(CCT)Rated for 5o,D00 firs Do CRT �W�, f'D� . i solution that co Nis IIu I lilt)17162/I Ili Mmlub has Noun Inglt0uled la now rondnrllos •1 Ito IL•sldd In o-Nilo Iloll oulpul top to W,W10 halo(d apualTon it) • Max.candlepower:11.2 C D(10 0).2.3 CP(30°)and.8 CP(00°) lighting behind r i do W maul TIM 04's'tip[dblet Sokol"nisroolalu,fn0[9Tu N V f 1[U 1 n! Certification • Cree High Output XP•G2 LED diodes square frame" - . syslmn A-mks In al tkkllydtcd(IfA) IN21 k;At.I k:AT,I Wit'AT,sn,l •(AmO ltklur,ng rut a mgb ll of,).,)dgTlu AN Rebates are cETLLlshsled rot wait locations it FD procal us ADA 1 • Dimensions Photometric Data IUGNy nr)Ixxtsl'{Iti:IIk1 qa exlslllU 6`haakJtoruu htrlsh(js IRGU: •i4(jln pudrr n1lllvA cgJl:hues I I U rho Inlagu bnl sllll 4ellvus all i• I I Dimming:TRIAC/Phase DlmmN7g(ML V/ELA) Ty Price ALSA At,[IR:-Al,B2GR1 At.D2UFUGAT,H0111t:At)lxtl Is also sUllahlu Its Evil toarn ld I1 11 Warranty I H • IP85 Lights/IP881VL94•VO Connectors Peddlarn International as 0e Hung It mmq 0'itiod S"hcrancloa:dU1 tocasaal(xvin gfl(hooshgI t1 •Ello's highly ocMr]Mi L[D 11g1S rratiw rain Tlbnwnlul amI Limited warranty This procure is h"morn - I • 1 todoce Ir,materials arc!workmunlso la High quality 85052-H32 Marino Alloy or 0304 Morino Grade Stainless Stool afill nr4 kol, lusted i f hlialol ll(jhl lr� p)MriOd 01!'i'ygarA I(pa1 APIP of pa1ChAAP • Multiple hams sizes for all types• Ius1aU lu IM/41 Al pi t M nit slauluds - I I I P ypes of palm frees fixture chifter on palm am VAI i INtn H.o nD I PMRhY:1uh I ae, lOA1R LWERs •Ll IMod for saloty '; Bri-Ow"........I di,nal.wn. • Permanent mounting brackets wffh easy fiold lovoling capabilities trees durJtpg file day while providing Intense and oi- N wsuo a. -+u rM,,.y. o u a subject to chance w ha l nabs• • `Will Not Hurt or Damage a Palm Tree"as documented by a Certified Arbodsf d - 'OURABILIiY • 5 year limited warrantee ASLA fXE 441-CAST hiri 14JIS Itki ntal Irunl to IH)d 1p,allownU Ilw 7' 28" / utrlthwd cad tpudlk4l to Vvail Ou L[D rI lvu b lalat fa 50 to fg1 • Listed Palm Tree Lighting Product Itt at 120V Input,and piultil it)%Than 2(%TIN),has a I)WAR laldni Available Options: behvden n,90 aril JxI titer Is Iona Irsll P ula:Wd lu addltkxxsl SalfiN. _ • RGBW Ilghthlg,DMX Controls,Constant Current Decoder r +DIMIAABLE Ordering Information: • Surge Protection,Weatherproof GFI Receptacle,Exterior Flood Light,HEX Ordering Guide: 4°y,e. Dili[life 1 FD MOIUb is MmltpiDN (kNnt 10 I tl l nl IIIIII81 IIgIN ulgx6 7a Louveropev uo Lu 1wIN cn N w o • Example:BL813a•C18.3.80•S4•DMO wlpn mil mllld0 Blinn sS.Clxstil hu lnry la cutplulo Isl of sun roli,le Fr nix lwclul to ua,wig)L tad il H dllcOLy Ixxuih n Fdlsn btss0 Arun 24w 2i•w suww'1,cplw'4oa, I • LED Intensity is field adjustable with 4 settings:100%.75%,50%.25% N l a fUh U vw s.luU sn)ow's+onw'4oalk , IRnnming syslams. adaptor lot fohollllm lib exisiho G'Itcdntbsmil hot shgs. I • I f�air�Cecr [ I�_._]( asset �Ccil rem + nxnh au n,w'sxArw'4aui r 11) +Jhl 0 (� eL3130 C15:COB COW 3,.3000K 80:RaW 24:304 Sumloss steel M Manna ambient •itnl$MhIIdU`I(Y'r'lII LII,Iy npllll(1 .Mill.'.1lllll f'All•llXlit:+.,11', !+ tH,[1 .sa'raw",all(JAVaI•: ,,1.r n C Ds 4:4000K tb:Jle Stamrvl leel ,.......n resistance OUR WORD Juwrlbnu 6:5000K CIMG o0ovDmmmg +N 4MrbC4N blSTEO CaWAMY 111.1.01111,,,I'.rl•„1 ra1.YxLN•w flu l Ilbt Lll)Ilghllag hYslrrn rauam a We year r:dfDlhx)warranty Its µxis not Lunghxk)As.(1 al ta 11111 lk.Iu,111J) •inters V eicings In v sal and pre\him to u0mq 2345 V Erma 1(Ilraaer Comb•VW ukepan IL 00087•P Ba7 NB 5070•F e47 240.2618•AFXIno OOm 111011 WRADLGY LIGHTING.e^C 1000 Wad fah SIr.N•Costs Me,.,Callomla 92d21•E00704/001 www ti dWylpMmE.corn eIt}.{ A'WKIUSF:(TE.COM•TEL 1-877 37n-5535 r FAX 657?a'75•c3•. L-ICArI,Ir TYPE 1 SCALE: 7 TYPE 3 SCALE: 5 TYPE 5 SCALE: 3 TYPE 7 SCALE: 1 NTS NTS NTS NTS Wall MountU SY-20643 a: ` -AfAN • I S nil Oval Reflector Post To LIGHTING USA lr 1 BRAC3L.EY �► r1 BRAOI_EY Y y p `J LIGHTING r1 BRAOLEY TYPE: `A L I G H T I N G i9A/A CO VE Indirect mirror-reflector post top. L LJNA L_LJCE %BL 7066 `.A L I G H T I N G PROD[Cl NAML by @ignify 4ow CosTechnically precise Indirect ambient lighting - L_/C7/-f T//VC; BL_735 Aluminum using facetted mirror reflectors atop elegant Less than 0.1%copper content-hurine FEATURES LED PALM TREE LIGHTING Wade 6060 extruded a lMbAuminum Hugh Columns with concealed upright. "THE ROCK' PressLre de casting provides excellent Spec]tic atlon`1 Our precast bollard i5 designed ICY multiple heights t0 methodical strength,clan detailed product A rnOdern post lop luminalre with excellent indirect APPLICATIONS rodlree Lrortflic!wdh IerxJseape materiels andpnPwnf un4s and 4xcallem neat dissipation. downward light distribution that can be adjusted to hp vandalism from ireffic in planers Tile bollard provkles 1 Meu., Iaw».bminum lowliv n r.f nrAnd cri t tU ill Quiet o lum,nnlrar.ern LED luntnt n Inn+, dotaNit t r me Performs rice Line OILED Strip Lighting ti designed to tlluminate provide a forward throw asymmetric distribution. low mwnlin Ito] lit well ma)nl licali'xro.TI7 LED lunnnsircu ono du dud as.ae•r'••J provide c OWM _ Bacons nlbhm Ibra stable motrltlrtg(a1lei7dscepe lighting,food _ _ Kwa•I.v.w g H 4'P EIM aona•clunl betuns uchR•Munl oov",wall niches,sa•nt Ie.wres a step depraaaa and Phosphate process the This vlsuaby unobstrusNe luminalre Is manufac' llghtirlg and losv level lighting. ( rowpwrf NiPru on lntriii plop hectically t0 wall Nurl aC:NR Ill LFU,knoinclrus are avnOahl.wdh Includes deoxidizing aodercmngas well its lured with while painted highly reflective powder ProM Cevar Tomp•redol.se and beck IpMmq elements m exterior end Imena eppkeLtarro. Pa 9 Y thrna(d)111flbI•nnt Alrhhhnhnn pate(Irnn,pervAAIrYO fug nstnft pnrfermanr.o - pre and nickel phosphate process before spat that provides a uniform and low glare light LeOoaoa hycreaum Len. [AI Cho npnudl dpwdlyhl.positial)anll foaluring LED orrsyo.LlJrhuwil•)a Efficacy 135.1 LumerwWan r product p°nhnq. pattern. - • Waetherpro if otttef box cover with 2 vandal •'`,;� rtFw'yi1Y14""�s Surface FNllah AkJoelobol po+gv,Losing Provide perlamancoWxc•Ilence acid Ddvarl:•dII Nips GardwLLUlhartnal r- ` Mamep,a•Lnuv.sulrnnL>V" resistantSC/191Vs _ Poee, 3 Wana'Foot lNhNl Tyee GonMenl cU1nM..110AC p1mmlRd slpngsrq w•w,,:oNc+h, mmnaflpnlsnl rNchnrtlrgly ligdt pwMlxmmnr(:IasiN 11 1 U xysunmx utter pnlhnl uJ , Prowcled with special Injection molded 11t tar One of the main features of this type of reflector • nnnrr)y nawngs of hOt or mnm cnrrinarnd lot 111)Ayctoo ls. 1111 11)lunimrlrm, CC': 2700k,2000k,4000k.50o0k.6500k - purpon•long Ile high temperature memory system Is that It provides excellent Vertical,as well Inset Voltage 120V/AC The alumOK.m cover is available with 1/2'or �. r .. nVaMtve SIECOn gASketLMAntans the P strong 314'iJTP nabs - I ,wavcuvnaNi: tirovllvUavailubh•with 0-10VDimming. CRT so. / gasketsaact profile and seal war yearsof as horizontal illumination without discomfort glare. AmbientT•mp•ulure -20'C-45'c 0•w.rs Beam Angle: 120 Degas ; ' use and compression. Designed for lighting entrances,footpaths and car hpra..Protection IPRs • Available c7dors for the cast cover are black. } s parks. bronzeatan Input Current: 2083 mA + 5' �• n umnut on, 1 mec oonaosr is thaGtotherexcellent EIL7066 LED IOW 15W � • Inserthangsis s m/crete moldedporIhs, Bate a _ Ordering g101b •+.•P•rI-1a,76o Lw+Js-ruuvoo-a Input Voltage: 12-24V DC ^ ' 374• "'{{{ mechamui strengthand lMmsa!mspP+ucn the adJustablllty pf the top rellector provides 1 -- which samrnales concrete fredlxes!a the - waxruLcwou,a LED Nods Spacing 2835 2p� IM 241' propemesn low and high ambient specificonstte aiming flexibility. wv4,ar0be•. temprst.11.Ihe superior thermal hest This luminalre Is provided with options of 40w Applications aluminum weathagroof cover r 1 111E 16 Cutting Segment*: 2.46 Inch sink designby Ligmanuud lnconjuncaon j g Concrete cost bopOrd from natural stone aggro- Dimensions f w,or the drover,contras lhermals below (USV•208431 or SSw IUSY•20644 high performance Leh aC4Ml'rotatable wile muzpo"om INheme and rouJaauno • LEDs. al lighting, :aio',clue one I tl0"btaob..00M SwMO For Dlmansione(Inch) 0.22H e 0 S8W a�;xa temperature range toenwre ewom 1 fill, .MlMdwolug unobtiu.No sypo.mnca gates anry'Pafland CemerV"conforming to ASTM 6P IK NL Ir ICD IM 750,w clean Uhlw"a a Typaa I1N IN-n7v KI Prolnw.nA /1 npP.aAYe }.yraa V N 94,w,411.1 n 4uh. trees,lock, WYM,NnrOMY, •ON7adlrr arlltn,/ OM 71NAry maximum IUTInOu.Dux output.as WCII as The fixture l5 available In color temperatures NPT D.5'Mom.ah ohok"or mounlNg aaossorbl Clio. standards !ro s4.w Life: 50.000 Hours provdn Ion LLD service life and ensuring caw»tau low~; I'ro,4u•Ime/e er INKY 2J 5 0 B 0 2700K 3000K,3500K and 41X10K. im tdla:k,n on hoot sulfa,".lactns$,,it trees TnIAC dimming • Internal tapered Inferrer rD cats u to four 4) tq 75o.M Nl al cow I]Ov M n.\pvrN,l•h1a car OeuN.va'e less than10%umendepreciationat50.000 uandaie. Pe Pt P Wrranty 3 Years Elicited This luminalrc Is provldep prcwlrfd with power sWee wurrwnw ,,.+ rw sew a wnla 1 �� noun. 3/4 vror7duif4 tWN)access from the fop 4opa.7oal s rgwa Pr crleswlawew I: umla Luing: UL]bled ., I a, / cpmf to the h:uldhDle ID s mpllfy InstallaUDf1 Dimensions Options and Accessories �NYNIbn: aaeA.� to�' pafrol surge suppression -- • 5 year limited warrant wwa w.nriwlw MnestwoYO°tc an 1»a.7sa/p' ooTwwa• IP Raton IP20 y y win en,Nrnf g Standard 10kv surge suppressor orwided a(unlw..10 cn R I`cow a Derwne„m kWI14d,Isn-r. was o 1 Nxtvres. ---_- shi°uo + • Reconitnencled that cast bollard be recessed Info 4 Enron, tie wAN,wwPi CML•erges•" au � l ,.,'Ywn .,,,• «.Y.eY the finished grade u mnurnur!of 2"or cast Into a +'.d„(r•f tic.or,suns., -- NOTE:Provide The total run Ieni in the pmducl spoct6caton below &fiallDg y _ a nr.er+.wcw ••,.wsi.+..» corlpete,Walt tlt•U2•G2 j' tin•Into- Cosine PAL yokpcn OaKdal � �t(, I` ool• Car cic Karl goiah0la ,� ■ ■ ■ • The electrical Instical codes shell by by other's and e• (r,ec.IfAar ' NauaYle Cola •� u•MlAw1 _ All Lignwn products go nudes p an eg cnsiva meat all eleefrical codes s r K Cu1atA,o°x" improve pa nt adhcrencaudes(ttthnq to Vurewco•b01 w 1 ® 1 a.a awull wee,uA:s,.o,r o,v:a„sar.,hrw.,w.auvum •.+1n x•' its M.•wa, �( _ -- r«mlow•t Paint 1 GP^a"p4dAt11Wtroars uv Stabilized A9Mulhic4 powder,cost In: and baked s its rDeg C. rI• laiNw•+,I e...e, w s +, C\ Ina Procnsen.wHthat Llpmon products jar far A.N•rnt� rwn•+n• •`s can wihstand harsh env ronmerlts. _ ! -�.J•,r': �.� °j Rated for use In nantorlumt Dlm4naons COINER CHANNEL aCSIOE FIAT CHANNEL aC5105 Hardware at 63•wx.0)"11 .7I`W,.arH Prowled Hardware E pr nits grade 316 ,vrrre„a,e,,,,•rey taw.•.y.•....Nv:w•Ir ee•r+p r4euw,i Wnry 1.,•pr N". "fA"FINISh 'SN'FINISh "MF"FINISH Suxnlzss lTCcl. Iwk11 b•isr NwVI Now 11 platolc4niter,a locstollinPRODUCT 4LCeKAtION the canter Ottl•lurpraverwldthond 2.30^ PRODUCT SPECIFICATION AdU Sales Screw Mq" (60)eM eWw NSlumYlauaoOtOm(Iwo InnM'I hobs air lnfusre with a,pecull ant, SIMPLE SPECDICA7101i OLIC714-W-MF E!•4 6-1 ;2Y sawn pardon Sphe•o must bemade In the pock, bMMNO «* pout v� -I ++nr.uc+xrn LlM omoM °n14Y1 uorAmwl .eUeonspaund dish ned to prevent uittur, Ordering Guide: 11 I•"Ceyother.l M°,arbng posts must Ink lMdl of threaded connections due to electrolysis 1 . mom& OWICWNDn6 ear sedhy mar lea`(44,Rg loin.(••bNl. .0 1,. from Feat,corrosive atmospheres and Example:BL7088-C10-4.20-a0•NS-B•H NurAwa cowl Tt COLOR cows it 11'asN OPT.Ohl (tip o!Iwnl+b,x import,tolbww•II moisture. PAINT A 0 C SAMPU SPECIFICATION: UBS-MIJOOdx•1-S•f1a0.10 RETa4 Ar Seri" Power CeT e..N ado• ti shroud IlaAiel AMaskOrlM NLICIl4I M. 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V�ry'�� ARCHITECTS INTERIORS FIXTURE CUT SHEETS o Q C-19210 �� -A N 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale- As indicated 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 N 05 . 31 . 21 Q RENEWAL WWW.PVGARCHITECTS.COM -7 �x DATE Sheet: 01 4 8 16 ,,2' � OF C PA-0-0 INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T LTG 3.0 � A PlwtCHITECTURAL BUILDING qR�y� PREST I VUKSIC I GREENWOOD _ ARCHITECTS • INTERIORSSANIN PROFESSIONAL OFFICE BUILDING N Cq 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWAL DATE OQ� WWW.PVGARCHITECTS.COM Q OF C PA-�� INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T 7 T 5 4 T3/4" 2 1 1(A302 3 78'-7 5'-0" 6'-4 3/4" I 72'-3" 1 D08 19'-41/4" 8'-6" 1'-6" 6'-0" 1'-6" 1-61 2 200 200 200 200 200 B o — — C C 201 201 201 D14 201 D14 201 D14 201 D14 201 D078 200 C�, 12'-6" 1'-8" °O I D08 CV \ 201 - ao 5'-9" \ D14 0 I I D08 1 201 N D08 Cl) D08 1 201 T-101/2" D08 M 201 —v 200 10 T-0" T-10 1/2" M oof 202 1 202 �02 202 N M D08 I D14 � 18'-10 7/8" 22'-2" 18'-7" A302 4 N I N 2 A301 45 3/4" 1 1 I °P 18'-7" D08 I � I 21'-9" Iiff oo203 I 202 D08 D12 1 202 202 E — — — — — — — — — — — — — — — — — — — D08 — — — — E r 201� - D08 201 - 201 D08 201 D08 00, 31'-4 5/8" 20- M ti � CV GV D10 I I — = -- T1I�11I1 I�IT1 D08 — _� — D08 �/ = 203zo F CF- I I� I -- M D09 D13 D08 203 D12 D08 D09 D13 D08 —— D08 203 D12 D08 D09 D13 D09 203 II � D08 D08 LL D08 D11 D08 T-8" T-2 1/4" 6'-1" 16-2 3/4" 6-0 1/2" 2'-11 1/4" 1 4'-0" T-2" 4'-0" 13'-9" 8'-0" 8'-7" 10 A301 7 6 5 4 3 2 1 DEMO KEYNOTES KEYNOTES NO. DESCRIPTION NO. DESCRIPTION D08 DEMO EXISTING WALL 200 EXISTING EXTERIOR WALL TO REMAIN IN PLACE, PAINT TO D09 DEMO EXISTING WINDOW MATCH NEW COLORS D10 DEMO EXISTING GLASS BLOCK WALL 201 EXISTING INTERIOR WALL TO REMAIN D11 DEMO EXISTING DOOR 202 EXISTING COLUMN TO REMAIN D12 DEMO EXISTING FLOOR 203 EXISTING EXTERIOR WALL TO REMAIN, REMOVE PLASTER D13 DEMO CURVE SILL WALL ONLY TO ALLOW FOR NEW WALL DESIGN D14 DEMO DOUBLE WALL TO ALLOW FOR NEW WINDOW 'D A/ �C' PREST I VUKSIC I GREENWOOD EXISTING / DEMO SANIN PROFESSIONAL OFFICE BUILDING v�0C-19210 � ��C� HRCHITEC INTERIORS 1ST FLOOR PLAN C� N� 31 . 21 Q 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: 1/4" = 11-0" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RDA EAL Off= WWW.PVGARCHITECTS.COM Sheet: � OF CP��� A201 0' 2' 4' 8' 16' INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T 8 2 5 4.9 A304 4.2 4 3 2 1 A501 10'-0" jo 2'-6" 4'-0" 1'-6" 1'-6" 1'-6" jo T-6" 16'-0" 2'-0" jo q -0" Eo 3 11'-8 5/8" '-0 3/8" 14'-9" T-2 5/8", T-2" 18'-7" 19'-5 3/8" v 2'-0" 11'-5" 1'-4" 1'-4" 12'-1" 1'-4" 1'4" T-10" 1'-6" 14'-6" 1'-6" 1'-6 1/2" go 0 o go 1101 A zoo 0 CD A _ 201 200 200 200 200 N C12L. C Co Z 201 N M Co N CC ID o I 201 201 201 201 201 200 CD � 1 111 TRASH I ENCLOSURE 201 7:;4sEISMIc KITCHEN TOILET TOILET KITCHEN JOINT NCD I I N v N GARAGE M 0 0 N IN 201 I 201 I I 201 200 v D — — TENANT — — — — — TENANT — — D 700 202 20 202 202 I I N N 22'-2" 18'-7" N N 1 I I I I op o0 1 A304 4 21 9 203 2 A303 N 13'-9 1/2" I 202 20 202 1 201 201 203 o0 01 3'-6" I 3'-6" 2 1 T-7 1/4" T-7 1/4" Cl) 3'-6" 3'-6" I � N 20 0 4"SEISMIN io o r — jo JOINT I N 7 I I co v I v F _ I I 203 F N CD CD G — � — — — — — N 203 - - - - - - - - - - I o CV M I M I e T � N N I I I I I I I I I I I II Q C9 O F UPII F `") I I it I 2'-2" 2„ I I I I I I I I I I 1 11 lu F 1 � I I L - -- - - - - - - - - - - - - - -- - J I I I I I I I Q 18'-0" jQ T-0" 2'-0" 2'-0" 11'-5" '-4" 1'-4" 11'-5" 2'-0" o 0 Cn Cn — — — —H — — — — — — — — — — — — — — — — — — — — 2'-6" jo 20'-6" 2'-6" 9'-0" 14'-9" r 14'-9" 9 6' 6'-3' 3'-0" 2'-0" 14'-0" T-2" 4'-4" I H 1 2 8 6 5.6 A501 5 4.9 A303 4.2 4 3 2 1 KEYNOTES NO. DESCRIPTION 200 EXISTING EXTERIOR WALL TO REMAIN IN PLACE, PAINT TO MATCH NEW COLORS 201 EXISTING INTERIOR WALL TO REMAIN 202 EXISTING COLUMN TO REMAIN 203 EXISTING EXTERIOR WALL TO REMAIN, REMOVE PLASTER ONLY TO ALLOW FOR NEW WALL DESIGN 'D V Rcy� PREST I VUKSIC I GREENWOOD NEW 1ST FLOOR PLAN SANIN PROFESSIONAL OFFICE BUILDING v�Q'�'� C-19210I �< H R C H I T E C IN T E R I O R S C)0) N V � C� N� 31 . 21 Q 44530 SAN PABLO AVE,STE 200 I PALM DESERT, CA 92260 Scale: 1/4" = 11-011 J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RDA EAL Off= WWW.PVGARCHITECTS.COM Sheet: � OF P��� A202 �' 2' 4' 8' 16' INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T 7 6 5 4 3 2 1 A302 3 I I I I I I I 200 D14 200 D14 D14 -- -- C j II C I II I II I I I I D14 I II I II II I I D15 D19 � II I II I I II I I 120o I 200 I II I II I I_ II I I I I I II III A302 4 III D18 II D15 2 A301 I III I I I I o I III II D08 D08 Cl) 200 ii I �r _17 II N X F \ D08 -/ D18 D08 D16 D18 D08 D08 D 178 200 I I I D19 I D19 I I I I I I I I I I I I I I I I I 1 I I I I A301 7 6 5 4 3 2 1 DEMO KEYNOTES KEYNOTES NO. DESCRIPTION NO. DESCRIPTION D08 DEMO EXISTING WALL 200 EXISTING EXTERIOR WALL TO REMAIN IN PLACE, PAINT TO D14 DEMO DOUBLE WALL TO ALLOW FOR NEW WINDOW MATCH NEW COLORS D15 DEMO OPENING FOR NEW WINDOWS D16 DEMO EXISTING HANDRAIL D18 DEMO EXISTING KIDDING DOOR D19 DEMO EXISTING PARAPET COPING �co 'D VRc'yi PREST I VUKSIC I GREENWOOD EXISTING / DEMO 3.SANIN PROFESSIONAL OFFICE BUILDING v� .�`� �� �F ARCHITECTS INTERIORS 2NDFLOORPLAN o V 0 C-19210 �� �� Cq N� 31 . 21 Q 44530 SAN PABLO AVE, STE 200 I PALM DESERT, CA 92260 Scale: 1/4" = 1'-0" 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 F] �j� F2 DATE Off= WWW.PVGARCHITECTS.COM Sheet: OF C P�-\� INFO@PVGARCHITECTS.COM 1760 . 779 . 5393T A203 0' 2' 4' 8' 1 6' 2 A501 I 8 6 5.6 I 4.9 A304 4.2 4 3 2 1 T.O.W. 14'-4" 300 T.O.P. 12'-10" 14'-9" 14'-9" 3 6'-3 /4" 4'-0" o 300 300 T.O.W. 14'-4" 300 T.O�-4�� — � - - - — — - - - - - — — - - - - - - - - - � A = I T.O.P. 12'-10" 7- — B I A u' — — — — — — — — — — — — — — �— — — — — — — — — — C I . C 207 TYP. w _ - 2'-6" 2'-0', 2'-0� I I I o 205 ih ® - BREAK 316 I BATHR OM �T ROOM BAT ROOM 207 TYP. I 0 OFFICE OFFICE I I I � I I i`� o 60 CV NEW ROOF TERRACEMEMO I I I 206 I 0 JAN / ST p — — ` — — — — — — — I — — — — � — — — — � RECEPTION — � — — � � � — — — p 601 I TERRACE 4'-0" 8'-8" 204 4'-5" 11'-4 1/2" 1 T.O.P. 1 '4" TENANT 4 - _ OFFICE � - - w - - - - - ! I- - I - - - ! - - I °' - I- -� - - ILA F. , � Ln VV ITI G A501 -1 — � i A304 4 I Lw TENANT 3 1 2 A303 OF ICE RECEPTION N EQ JEQ I Jo T.O.P. 14'-4" I 316 T.O.P. 12'-10" jo I - 2'-6" 600 I 4'- - 8�.3" 4'-4" 6' /1/2" 64' 6'- 112" 4'-9" 2 7 TYP. I I W o I Q2 F I ® 11F 8'-0„ — 8'0„ 8,0„ — — $,0' %10,- PLANTERI — — — — — — T.o.w. 14'-4" — — — 1 .O.W. 14'-4" ' 208 300 14-9 14-9 9-6 O N I N 0o I 300 N L — - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 600 O - - - - - - - - — � — � - - - - - - — � ------ T.O.W. 14'-0" 300 300 Ii i1 I T.O.W. 14'-4" I I I I I I I 300 I I T.O.P. 10'-6" 601 13'-6" 14'-0" t I 1 8 6 5.6 4.9 A303 4.2 4 3 2 1 KEYNOTES NO. DESCRIPTION 204 FIREPLACE 205 SHOWER VALVE 206 FLOOR SINK 208 ROOFTOP PLANTER 209 ROOF TERRACE PAVERS, SLOPE TO ALLOW DRAINAGE 300 7/8"(3 COAT)OMEGA FLEX FINE ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 316 GUARDRAIL 600 ROOF DRAIN AND OVERFLOW. CONNECT ROOF DRAIN TO UNDERGROUND DRAINAGE SYSTEM AND DAYLIGHT OVERFLOW TO GRADE 601 SINGLE-PLY ROOFING MEMBRANE, ICC# ESR 1456, SEE SPECIFICATIONS o� V Rc PREST I VUKSIC I GREENWOOD NEW 2ND FLOOR PLAN SANIN PROFESSIONAL OFFICE BUILDING v�Q'�'� C-19210I �< H R C H I T E C i IN T E R I O R S 0) N V � O C� N� 31 . 21 Q 44530 SAN PABLO AVE,STE 200 I PALM DESERT, CA 92260 Scale: 1/4" = 1 1-O" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 DATE Off= WWW.PVGARCHITECTS.COM Sheet: � OF C P,\, 760 . 779 . 5393TA204 �' 2' 4' 8' 16' INFO@PVGARCHITECTS.COM 1 D08 200 D18 D08 D16 D18 D08 D09 200 T.O.PARAPET 21'-6" I II III D0s III II III III II II 11 I III II III III II II II � III I I III � III I I III �, f l I I t, = = 2ND FLOOR 10'-2" - f I I Ilf I 1 -III l I —— — _ �I� \� I UPPER FLOOR 1ST FLOOR 0" D08 D10 D08 D09 D13 D17 203 D08 D13 D09 DO8 D11 D17 203 D17 D078 D09 D13 D17 203 DEMO KEYNOTES EXISTING / DEMO EAST ELEVATION 1/4 - 1 -0 NO. DESCRIPTION ........ D08 DEMO EXISTING WALL D09 DEMO EXISTING WINDOW D10 DEMO EXISTING GLASS BLOCK WALL D11 DEMO EXISTING DOOR D13 DEMO CURVE SILL WALL D15 DEMO OPENING FOR NEW WINDOWS D15 D15 D16 DEMO EXISTING HANDRAIL T•O•PARAPE � D17 . . DEMO CONTROL JOINT — 21'-6° D18 DEMO EXISTING SLIDDING DOOR 77 o M 2ND FLOOR i L 1 { KEYNOTES I I 1 NO. DESCRIPTION 200 EXISTING EXTERIOR WALL TO REMAIN IN PLACE, PAINT TO CO I MATCH NEW COLORS �. 203 EXISTING EXTERIOR WALL TO REMAIN, REMOVE PLASTER ONLY TO ALLOW FOR NEW WALL DESIGN I I UPPER FLOOR M 1 1 o" 1 ST FLOOR --, 0" 008 D 177. . 203 D 55 D15 D08 ST EX I IN DEMO. NORTH ELEVATION 1'-0" �s�o� VRc'yi PREST I VUKSIC I GREENWOOD EXSITING / DEMO SAN IN- PROF .ESSIONAL OFFICE BU. I .LDING vQ .�`� �� �F ARCHITECTS I NTERI0Rs ELEVATIONSCN V C-19210 �/ Co 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: 1/4" = 1'-0" 74330 ALESSANDRO DRIVE PALM DESERT, CA. 9.2260EWAL21 SAT�E .PVGARCHI T ECT S.COM o Sheet. INFPVGARCS. M 760 . 779 . 5393T A301 o' 2' 4' 8' 16' � D15 D15 D15 T.O.PARAP ET 21'-6" .. .. .. .. �l � ..... ..... ..... E . D19 D19 I I u r! 1'-6" — ���� --- 2ND O---- —� F R 1-6 00 a° I UPPER FLOOR n N I 10" T — — — — — — — 1ST FLOOR o„ D15 D15 200 D15 D15 D15 200 D08 D08 DEMO KEYNOTES �114- TING / DEMONEST ELEVATION -0 NO. DESCRIPTION ........ D08 DEMO EXISTING WALL D10 DEMO EXISTING GLASS BLOCK WALL D15 DEMO OPENING FOR NEW WINDOWS D18 DEMO EXISTING SLIDDING DOOR D19 DEMO EXISTING PARAPET COPING D15 200 D08 D18 T.O.PARAPET t 21'-6" v D19 111 .......... Iil II I I 111 I I lfl II co � Co Niv 2ND FLOOR 10'-2" KEYNOTES NO. DESCRIPTION 11111111111111. N. 200 EXISTING EXTERIOR WALL TO REMAIN IN PLACE, PAINT TO MATCH NEW COLORS 1 L— ......... ......... _ UPPER FLOOR 10" ` — — — — — 1 ST FLOOR 00 D08 D08 D08 D08.. D 00 008 X ST N E I I OEM SOUTH ELEVATION � VR�ti� PREST I VUKSIC I GREENWOOD EXISTING / DEMO SAN IN- PROF .ESSIONAL OFFICE v�0 C-19210��s/ ���� �, R C H I T E C T I. N T E R I o R s E L.E VAT I O N S N . BU. I ..LDING . r 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: 1/4" = 1'-0" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 �'� RE EWAL21 = � . DATE .PVGARCHITECTS.COM . . Sheet:oQ- S a 760 . 779 . 5393TA302 0' 2' 4' 8' 16' INF PVGARC M � 301 309 P5 7 302 300 7 300 309 777 777 P4 P1 300 305 302 7 309 7 P5 7 300 T.O.PARAPET 21'-6 1 P5 P4 316 P1 301 P5 P5 308 F � O -- - N N N 2ND FLOOR L — P2 P2 C 19 o 0 i , 0 60 o q I i , UPPER FLOOR 51 10" 1ST FLOO� 0�� 300 323 300 314 307 306 P3 301 302 305 301 302 P1 300 300 P2 302 317 307 P4 305 302 300 P2 301 300 302 300 P2 301 NEW EAST ELEVATION 1/4 - 11-011 KEYNOTES NO. DESCRIPTION ( ........ ........ 300 7/8" 3 COAT OMEGA FLEX FINE ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 301 308 308 P5 300 309 304 P1 304 308 309 301 PORCELAIN TILE, MFR:ARIZONA TILE, COLOR: KONCRETE CENERE 24X48 _ _ _ _ T.O.PARAPET 302 FIXED STOREFRONT GLASS, FRAME CLEAR ANODIZED 21'-6" 1 ALUMINUM Ad 303 SLIDING GLASS WINDOW, FRAME CLEAR ANODIZED P5 ALUMINUM 304 FIXED.GLASS, FRAME CLEAR ANODIZED ALUMINUM 305 STOREFRONT GLASS DOOR, FRAME CLEAR ANODIZED AA ALUMINUM P5 306 . OVERHEAD SECTIONAL GARAGE DOOR P5 307 REVEAL WALL PANEL, MFR: PAC-CLAD, MODEL: SMOOTH 12"; . COLOR: MUSKET GRAY 308 STEEL PIPE COLUMN, DIAMETER SEE STRUCTURAL. PRIMED . q AND PAINTED ON EXTERIOR. °O 309 STEEL TUBE FACSIA, PRIMED AND PAINTED, COLOR: COLOR TO MATCH.STANDING SEAM ROOF 314 OVERFLOW DRAIN 19 316 GUARDRAIL N o o 317 EXTERIOR STAIRS N N 2ND FLOOR 323 2X6 STEEL FRAME GATE WITH 3/16"THICK STEEL PLATE 10 2 INFILL PANEL 0 0 9 v 0 co All UPPER FLOOR All 10�� — — — — — — — — 1ST FLOOR PAINT LEGEND Oil NO. DESCRIPTION 300 P2 301 301 P1 304 300 P1 304 P2 300 307 P4 P1 MFR: SHERWIN WILLIAMS, COLOR: ORIGAMI WHITE SW 7636 P2 MFR: SHERWIN WILLIAMS, COLOR: ESSENTIAL GRAY SW 6002 P3 MFR: SHERWIN WILLIAMS, COLOR: PEPPERCORN SW 7674 . P4 MFR: PAC-CLAD;COLOR: MUSKET GRAY P5 MFR: PAC-CLAD, COLOR: MIDNIGHT BRONZE 2 NEW NORTH ELEVATION 1/4 - 11-019 �I 3. VR�ti� PREST I VUKSIC I GREENWOOD NEW EXTERIOR SANv�Q�` C-19210��s/ ���� �, R C H I T E C T I. N T E R I O R s . . ... . .ELEVATIONS. N . IN. ... PROF .ESSIONAL r DING . 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: 1/4" = 1'-0" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 �'� RE EWAL21 = � . DATE .PVGARCHITECTS.COM Sheet: � Q- S a A303 INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T 0' 2' 4' 8' 1 6' 304 304 P1 304 308 316 P5 309 300 309 P2 300 304 304 309 P5 309 T.O.PARAPET 21'-6" P5 316 P5 316 307 P4 P5 ........ N .. O - .. N N - — — — — — — — — — — — — OR _ _ 2ND FL 101-2 0 9 O O 4 CO _ Ca UPPER FLOOR L � CN CV M 10" 1ST FLOOR 301 304 304 300 304 304 P1 304 P2 300 P1 300 P2 P1 P4 307 P1 300 304 304 P2 300 . KEYNOTES 3 NEW WEST ELEVATION 1/4 - 1 -0 NO. DESCRIPTION ( ) 300 7/8" 3 COAT OMEGA FLEX FINE ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 301 PORCELAIN TILE, MFR:ARIZONA TILE, COLOR: KONCRETE CENERE 24X48 302 FIXED STOREFRONT GLASS, FRAME CLEAR ANODIZED 308 302 305 305 P1 315 302 P5 309 308 301 ALUMINUM 304 FIXED GLASS,.FRAME CLEAR ANODIZED ALUMINUM T.O.PARA P E�� 305 STOREFRONT GLASS DOOR, FRAME CLEAR ANODIZED 21'-6" ALUMINUM IF 307 REVEAL WALL PANEL, MFR: PAC-CLAD, MODEL: SMOOTH 12", COLOR: MUSKET.GRAY 308 STEEL PIPE COLUMN, DIAMETER SEE STRUCTURAL. PRIMED AND PAINTED ON EXTERIOR. P5 P5 309 STEEL TUBE FACSIA, PRIMED AND PAINTED, COLOR: COLOR TO MATCH STANDING SEAM ROOF P4 316 ` 314 OVERFLOW DRAIN 315 ADDRESS NUMBER, PER CITY GUIDELINES P5 316 GUARDRAIL ........ 4 — N N Cq — 2ND FLOOR 300 — O — — — — — — — - 10'-2" P1 `a 307 Ch - M 0 op CO ...... PAINT LEGEND UPPER FLOOR NO. DESCRIPTION P1 MFR: SHERWIN WILLIAMS, COLOR: ORIGAMI WHITE SW 7636 — — — — — — — — — — — — — — — — — — _ 19 1ST FLOOR P2 MFR: SHERWIN WILLIAMS, COLOR: ESSENTIAL GRAY SW 6002 0" P3 MFR: SHERWIN WILLIAMS, COLOR: PEPPERCORN SW 7674 . P4 MFR: PAC-CLAD,COLOR: MUSKET GRAY 300 R2 P4 307. 301. 314 .3.09 300 P2 P5 MFR: PAC-CLAD, COLOR: MIDNIGHT BRONZE NEW SOUTH ELEVATION 4 1/4" = 1'-0" � VR�/Y PREST I VUKSIC I GREENWOOD NEW EXTERIOR SANC-19210��s/ R C H I T E C T I. N T E R I o R s . . .. . .ELEVATIONS. N . IN. ... PROF .ESSIONAL OFFICE BU. I ..LDING . r 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: 1/4" = 1'-0" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 �'� RENEWAL 21 = � . DATE .PVGARCHITECTS.COM F1 ISheet: � Q- S a �° A304 OF C P�'\ INFO@PVGARCHITECTS.COM 760 . 779 . 5393 T 0' 2' 4' 8' 1 6' M RAW I low --- .- � 00 •. 3rAMY . 16 k Or Vq •,. =-� .gar •�� .� . � �' 6WSLLL Ad i /l Ali 0 `t , � � - ^-" k4 - _ -ti..�, Lam - __ �- • .. - _ •. - r oo �•Alt A. a �� — — —Y- - •. ;- ' � •�' M 11 � L 's �ti r �I" .j l s� r'f COLORED - NEW WEST ELEVATION . r rr . t � r• r '- :- -_ COLORED - NEW SOUTH ELEVATION s�o ARc PREST I VUKSIC I GREENWOOD COLORED J V`'�y/ ELEVATIONS v o� C-19210 s� ��� H R C H I T E C i I N T E R I O R S o co N�SANIN PROFESSIONAL OFFICE BUILDING . 31 . 21 Q 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: 1/4" = 1'-0" 17 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWALDATE Off= WWW.PVGARCHITECTS.COM Sheet: OF C P,\, INFO@PVGARCHITECTS.COM 760 . 779 . 5393T A308 -- M I ........... - - j PERSPECTIVE VIEW 1 PREST I VUKSIC I GREENWOOD PERSPECTIVES SANIN PROFESSIONAL OFFICE BU. I .LDING . V�O�� C-19210 / � A R C H I T E C T S • I. N T E R I O R S o. v > C) CV C4 . 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 �'� RENEWAL DATE .PVGARCHITECTS.COM Sheet: off- g � of C N\,\ 760 . 779 . 5393TA401 INFO@PVGARCHITECTS.COM 1 .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... f - ......... ........ 4 - ----Jt1-L i r ----- ------------------ --------------------- ------------------ PERSPECTIVE VIEW 2 PREST I VUKSIC I GREENWOOD PERSPECTIVES SANIN PROFESSIONAL OFFICE BU. I .LDING . V�O�� C-19210 / � A R C H I T E C T S • I. N T E R I O R S o. v > C) CV C4 . 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 �'� RENEWAL DATE .PVGARCHITECTS.COM Sheet: off- g � of P��� 760 . 779 . 5393TA402 INFO@PVGARCHITECTS.COM � .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... I. II .......... �I LLL li PERSPECTIVE VIEW 3 VRc'y� PREST I VUKSIC I GREENWOOD PERSPECTIVES v�'o'�•� C-192101 ��� A R C H I T E C T S I N T E RI O R S cN V . .C)� SAN IN. .. PROF .ESSIONAL C4 . 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 9.2260 �'� RENEWAL DATE .PVGARCHITECTS.COM Sheet: off- g � OF C INFO@PVGARCHITECTS.COM 1 760 . 779 . 5393T A403 1 - --------------- PERSPECTIVE VIEW 4 �SE�_� VRc'y� PREST I VUKSIC I GREENWOOD PERSPECTIVES C-19210 / c A R C H I T E C T S • I. N T E R I O R S O N SAN IN. .. PROF .ESSIONAL C4 . 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 �'� RENEWAL DATE .PVGARCHITECTS.COM Sheet: 0 g of 760 . 779 . 5393TA404 INFO@PVGARCHITECTS.COM 1 .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... T.O.B. 21'-0" T.O.PARAP E,,,,T T.O.B. 21'-0" 21 T.O.P. 14'4" RECEPTION WAITING OFFICE OFFICE RECE PTION F-P _ _ _ 2ND FLOOR � 10' 2" �! P2 P2 T.O.W.6'-0" T.O.W.6'-0" T.O.W.4'-0" GARAGE TENANT1 TENANT SIDEWALK Ll Li UPPER FLOOR ALESSANDRO DRIVE 1 O" 1ST FLOOR 323 �3�4O7101 ki �" (j�SITE SECTION A 6 - 11-011 T.O.B. 21'-0" T.O.W. 14'-4" RECEPTION \ T.O.W. 14'-4" T.o.B. 1o'-6° 10'-2' T.O.W. 6'-0" IL TENANT 1 SIDEWALK ' SANTA INEZ AVENUE UPPER FLOOR 10" 2 SITE SECTION B 311611 = 19-011 VR � PREST I VUKSIC I GREENWOOD NEW SITE SECTION V ��Q�� C-. Vtj�s� R C H I T E C IN T E R I O R S N V O10 CO N�SANIN PROFESSIONAL OFFICE BUILDING . 31 . 21 Q 44530 SAN PABLO AVE,STE 200 1 PALM DESERT, CA 92260 Scale: 3/16" = 1'-0" 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWALDATE Qom= WWW.PVGARCHITECTS.COM Sheet: o- of CP'\ 760 . 779 . 5393TA501 INFO@PVGARCHITECTS.COM � 7 6 5 4 3 2 1 A302 3 I I I I I I I II II C II II \77777-- II II I II II I I I ��I I II II II, II II D19 II II �� II I II II I I I I I II II II II A302 4 I ii 2 A301 I i �� II I I I III I II I r-, .�--=----------- -- ------ ===_ _ _;__ — i =- — N N — — F iAL II �� I I LL I D19 D 99 D19 D16 D19 D20 I I I I I I I I I I I I I I I 1 I I I I A301 7 6 5 4 3 2 1 DEMO KEYNOTES KEYNOTES NO. DESCRIPTION NO. DESCRIPTION D16 DEMO EXISTING HANDRAIL D19 DEMO EXISTING PARAPET COPING D20 DEMO EXISTING ROOF SHEATHING AS NECESSARY TO ALLOW FOR NEW DESIGN PREST I VUKSIC I GREENWOOD EXSITING / DEMO SANIN PROFESSIONAL OFFICE BUILDING C19210s���� ARCHITECTS INTERIORS ROOF PLAN c4 31 . 21 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: 1/4° 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 DATE �� WWW.PVGARCHITECTS.COM Sheet: � ° A601 OF C P \� INFO@PVGARCHITECTS.COM 1760 . 779 . 5393 T 0' 2' 4' 8' 1 6' 8 T.O.W. 10'-2" 300 6 5.6 2 4.9 A304 4.2 4 3 2 1 A501 1( T.O.P. 12'-10" 600 605 3 309 T.O.B. 21'-0" IFF I I I 604 21'-6"(E) A — — — — — — — — — — B - - - - -_-- _----_----=r--=- � I o T.O.P. 21'-6" (E) 602 602 — 601 I 601 I I L F1 I I I I 601 I J T.O.P. 21'-6"(E r - - vI 309 I A304 4 I o I 9 602 602 2 A303 T.O.P. 14'-4" T.O.P.21'-6"(E) r — — — — — — — — — — — — — — E T.O.P. 12'-10" T.O.P. 14'-4" 600 I I I I I I 601 I 601 208 L ------ ------- - --_- ---_ —� q G I G 601 ®O - 607 717777/7' C) T.O.B. 21'-0" I T.O.B. 21' I 300 605 309 600 005 CD601 I I I I i i i i i i i i l i i i it i i i t i i i 605 I I v T.O.W. 14'-4" I I I I I T.O.W. 22'-6" I T.O.B. 10'-6" 600 — � — — — � — — — — — � — � — — 1 T.O.W. 14'-0" 2 8 6 5.6 A501 4 9 A303 4.2 4 3 2 1 KEYNOTES NO. DESCRIPTION 208 ROOFTOP PLANTER 209 ROOF TERRACE PAVERS, SLOPE TO ALLOW DRAINAGE 300 7/8" (3 COAT)OMEGA FLEX FINE ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 309 STEEL TUBE FACSIA, PRIMED AND PAINTED, COLOR: COLOR TO MATCH STANDING SEAM ROOF 600 ROOF DRAIN AND OVERFLOW. CONNECT ROOF DRAIN TO UNDERGROUND DRAINAGE SYSTEM AND DAYLIGHT OVERFLOW TO GRADE 601 SINGLE-PLY ROOFING MEMBRANE, ICC#ESR 1456, SEE SPECIFICATIONS 602 EXISTING SECOND FLOOR ROOF TO REMAIN 603 FUTURE SOLAR 604 22 GA. GALV. GUTTER, PRIME&PAINT 605 2X CRICKET, SLOPE @ 1/4"PER FT. MIN.,TYP. 607 THRU WALL SCUPPER, SEE DETAILS p A/ Gc P R EST I V U KS I C I GREENWOOD NEW ROOF PLAN _ Q Q�` C-. v F� H R C H I T E C IN T E R I O R S N V O 10 C� N�SANIN PROFESSIONAL OFFICE BUILDING 31 . 21 Q 44530 SAN PABLO AVE,STE 200 I PALM DESERT, CA 92260 Scale: 1/4" = 11-0" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 RENEWAL _y DATE Qom= WWW.PVGARCHITECTS.COM Sheet: °F C P��� 760 . 779 . 5393TA602 Q �' 2' 4' 8' 16' INFO@PVGARCHITECTS.COM � P1 P5 P1 P2 P1 P5 P4 P1 301 P1 P5 r ILL 17 ■ P2 P4 P3 301 301 P2 P4 P2 P2 301 rsame P4 — CLAD MFR: PAC—CLAD COLOR: MUSKET pop GRAY . . - P5 — CLAD 301 — PORCELAIN TILE P1 — PAINT PLASTER P2 — PAINT PLASTER P3 — PAINT PLASTER MFR: PAC—CLAD MFR: ARIZONA TILE MFR: SHERWIN WILLIAMS MFR: SHERWIN WILLIAMS MFR: SHERWIN WILLIAMS COLOR: MIDNIGHT COLOR: KONCRETE CENERE COLOR: SW 7636 COLOR: SW 6002 COLOR: SW 7674 BRONZE SIZE : 24 X 48 ORIGAMI WHITE ESSENTIAL GRAY PEPPERCORN �co v ARcti� PREST I VUKSIC I GREENWOOD MATERIAL BOARD SANIN PROFESSIONAL OFFICE BUILDING C-192106, ' � R C H I T E I N T E RI O R S N co 31 . 21 Q 44530 SAN PABLO AVE, STE 200 1 PALM DESERT, CA 92260 Scale: 12" - 1'-O" J 74330 ALESSANDRO DRIVE PALM DESERT, CA. 92260 N� -9 RENEWAL � DATE off? WWW.PVGARCHITECTS.COM Sheet: of c P ' A701 INFO@PVGARCHITECTS.COM I 760 . 779 . 5393T